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Tender Value
₹60.0 L
EMD Value
₹59,999
Closing Date
30 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Dy.Minicipal Commissioner - West Zone
Construction of new compound wall of garden in Usmanpura village, upgradation of compound wall and toilet repair in Senior Citizen Garden Bhimjipura, toilet repair in Vande Mataram Garden, Necessary repair work in Keshavnagar Community Hall and necessary repair work in other municipal buildings in Sardar Patel Stadium ward of West Zone (ARC)
296897
9/25-26 (T.N.42)
Open
Civil Works - Others
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹2,400
Municipal Commissioner, Ahmedabad
₹59,999
15 Apr 2026
15 Apr 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
1. Name of Work : Construction of new compound wall of garden in Usmanpura village,
upgradation of compound wall and toilet repair in Senior Citizen
Garden Bhimjipura, toilet repair in Vande Mataram Garden, Necessary
repair work in Keshavnagar Community Hall and necessary repair
work in other municipal buildings in Sardar Patel Stadium ward of
West Zone (ARC)
2. Tender Estimated Cost : Rs:-
: 1% of the Tender Cost in the form of Rs. 59,999.00 (D.D. / Pay
3. Earnest Money
- Order / Local Micr Check/B.G.)
4 Tender Fee Rs : Demand Draft of Rs.2400.00
5 S.D. : 5 % of tender amount
6. Time-Limit : 12 months
7. Validity Period : 120 Days
(a) Eligibility Criteria Register “D” class in PWD in Govt. R&B/CPWD/AMC or
equivalent registration with any other state Govt. or
8. (i) Last Date of Submission of :
the Tender 30.04.2026 upto 18:00 PM
(ii) Mode of Sending : a) In Sealed cover in duplicate copies by Registered Post A.D,
or by Courier.or hand delivery
b) Tender sent by ordinary post will be rejected out right.
(iii) Description essential to :
a) Name of work, Tender Notice No. & Tender No.
be made on sealed cover b) Date of receiving tender by Corporations.
(iv) Mode of quoting rates in :
The Price bid shall be submitted online only. It
Schedule of Quantities and shall not be submitted Physically.
9. Date of Opening : 01.05.2026, 15:00 PM
10 Place of Submission & : Submission of EMD. Tender fee and other Documents during office
Opening of Tender hours: On Dt.01.05.2026 &12:00 pm West Zone, 2nd Floor, A.M.
Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad
Municipal Corporation, W.Z. Office, Ahmedabad-380013.
11 Penalty Due to Delay of work (1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)
Rs.2500 per day (for tenders amounting above 10 Lakhs and upto
30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above
Lakhs) but not more then 10% of bill
Defect Liability : As per ‘B-1 Form Close
Whenever a work is allotted by Engineering staff, whether minor or
13 Time permitted to start parts
major of part thereof of any amount, the contractor shall be bound to
of work start the works within 48 hours of intimation of work. Communication
done telephonically via SMS, Via Whatsapp and through letter / E-
mail shall be considered legal and binding for the same. Failure of
comply to start the works in 48 hours of intimation as above by
contractor the contractor shall be levied penalty of (1) Rs.1000/- per
day (for tenders amounting upto 10 Lakhs), (2) Rs.2500 per day (for
tenders amounting above 10 Lakhs and upto 30 Lakhs), (3)
Rs.5000 per day (for all tenders amounting above 30 Lakhs). Three
times failures by contractor shall make contractor responsible to be
black listed unless and otherwise justified properly in writing /
binding within 15 days of last notice of penalty.
The staff of the contractor shall wear safety jackets,
hoes, helmets etc. while on duty and any violation will attract
fine of Rs. 5,000/- for each incident.
Safety Failure to erect safety signage or trying to carry out he
works without proper precautions/safety measures as
equired will attract a fine of Rs. 5,000/- for each incident.
The contractor shall be responsible to make good and remedy at
his own expense any defect which may develop or may be noticed
before the period mentioned hereunder from the certified date of
completion, The within 15 days of receipt of the notice. In the case
of failure on the part of the contractor, the Engineer-in-charge may
rectify or remove or re-execute the work at the risk & cost of the
contractor. The Engineer-in-charge shall be entitled to appropriate
the whole or any part of the amount of security deposit towards
the expenses, if any, Incurred by him in rectification, removal or re-
execution. The Defects Liability period shall be as under(a) for all
works costing upto Rs. 50,000 ( amount put to tender), the period
shall be 3 months from the certified date of completion.
Defect &Liability Period
14 (b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore
(amount put tender), the period shall be 6 months from the
certified date of completion or one monsoon, whichever is later.
(c) for major projects costing more than Rs. 1 crore, the period
shall be 12 months from the certified date of completion which
should include one monsoon.
(d) For building works, the period specified in (a), (b) or (c) above
OR elapse of monsoon period following the certified date of
completion, whichever is later. For the purpose of deciding the
monsoon period, the 30th September may be treated as the last
Compensation for Delay 10% of Remaining work (As per Circular)
Whenever a work is allotted by Engineering staff, whether minor
or major of part thereof of any amount, the contractor shall be
bound to start the works within 48 hours of intimation of work.
Communication done telephonically via SMS, Via Whatsapp and
through letter / E-mail shall be considered legal and binding for
the same. Failure of comply to start the works in 48 hours of
Time permitted to start parts intimation as above by contractor the contractor shall be levied
16 of work penalty of (1) Rs.1000/- per day (for tenders amounting upto
Lakhs), (2) Rs.2500 per day (for tenders amounting above
Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders
amounting above 30 Lakhs). Three times failures by contractor
shall make contractor responsible to be black listed unless and
otherwise justified properly in writing / binding within 15 days of
last notice of penalty.
Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To
the Final Submission Time And Date. The Same Shall From a part Of
Addendum/Corrigendum
17 Tender And The Same As to be Attached Along With The Tender
EPF Act As per Acoount Department circular no-37 Date:09/08/2018
GST will be paid extra by AMC/Authority at prevailing rate to the
Signature of contractor
Add. City Engg.(West Zone)
Name : Ahmedabad Municipal Corporation
Company's Seal :Date :
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT-WEST ZONE
Name of The Work:- Construction of new compound wall of garden in Usmanpura village, upgradation of compound
wall and toilet repair in Senior Citizen Garden Bhimjipura, toilet repair in Vande Mataram Garden,
Necessary repair work in Keshavnagar Community Hall and necessary repair work in other
municipal buildings in Sardar Patel Stadium ward of West Zone (ARC)
Sr. Rate in Amount
Qty Description of Item Per
Excavation for foundation up to1.5 m depth including
sorting out and stacking of useful materials and
disposing of theexcavated stuff upto 50 Meter 115.92
lead.(A) Loose or soft soil
1.5 to 3.0 mt.depth
Excavation for foundation for depth from 3.0 m to 5.0 m
including sorting out and stacking of useful materials
c 10.00 and disposing off Cmt
the excavated stuff upto 50 Meter lead.(A) Loose or soft
Excavation for foundation for depth from 1.5 m to 3.0 m
including sorting out and stacking of useful materials
and disposing off the excavated stuff upto 50 Meter 270.83
lead.(C) Hard Murrum
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers
not exceeding 20 cm. in depth consolidation each 129.10
deposited layer by ramming and watering.
Filling in plinth with sand underfloors
3 10.00 including watering ramming, consolidating and Cmt
dressing etc. complete.
Filling in foundation and plinth with murrum or selected
4 50.00 soil in layers of 20 cm. thickness including Cmt
watering, ramming and consolidating etc.
Providing and laying cement concrete1:5:10
(1-Cement: 5- coarses sand and:10-hand broken
5 10.00 stone aggregates 40mm nominal size) and Cmt
curing complete excluding cost of formworkin (A)
Foundation and Plinth (upto 10 ton).
Providing and laying cement concrete1:4:8
(1-Cement: 4- coarses and:8-hand broken stone
6 10.00 aggregates 40mm nominal size) and curing Cmt
complete excluding cost of formworkin (A)
Foundation and Plinth (upto 10 ton).
Providing and laying cement concrete 1:3:6 (1-Cement :
3- coarse sand : 6- hand broken stone aggregates
mmnominal size) and curing complete excluding cost of 2,956.44
formwork in (A) Foundation and Plinth..
Providing and laying cement concrete 1:3:6 (1-
Cement:3-coarse sand:6-hand broken stone
8 10.00 aggregates 20mm nominal size) and curing Cmt
complete including cost of formwork in (A) wall
caps/coping (upto 10 ton)..
Providing and laying cement concrete work
1:2:4 ((1-Cement:2- coarse sand:4-graded aggregates
20mm nominal size) curing complete
excluding cost of formwork and reinforcement.
Foundations, footings, base or columns and mass
concrete 3,923.53
Slabs, landing, shelves, balconies, lintels, beams,
girders and cantilivers upto floor two level 4,012.47
Independent piers, columns, and pillars, upto floor two
Provdg. & laying cement concrete 1:2:4 (1 cement :
coarse sand : 4 graded stone aggregates 20 mm
nominal size) for reinforced concrete chhajjas
not exceeding 10 cm. thickness upto floors two level
including finishing the exposed surfaces with 6,487.07
cement mortar 1:3 (1 cement : 3 find sand) to give a
smooth and even surface centering and form work
and curing complete excluding cost of reinforcement.
Providing and laying controlled cement concrete
M.150 for curing complete excluding cost of
11 1.00 formwork and reinforcement for reinforced concrete Cum
work in (A) Foundations, footings,Base of
columns and Mass concrete
Providing and laying in position Ready Mixed
M-150 grade concrete for reinforced cement
conctere work, using cement content as per
approved Design Mix manufactured in fully
automatic batching plant and transported to site of
work intransit mixer for a lead up to 10 kms having
continuous agitated mixer, manufactured as per mix
design of specified grade for reinforced cement
concrete work including pumping of R.M.C. from
transit mixer to site of laying, excluding the cost of 3,790.21
centering shuttering finishing and
reinforcement including cost of admixtures
inrecommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve
work ability without impairing strength and durability
as per direction of theEngineer-in-charge. Without Fly
Ash (Min cement level as per latest IS456 shall
Providing and laying in position Ready Mixed
M-200 grade concrete for reinforced cement
conctere work, using cement content as per
approved Design Mix manufactured in fully
automatic batching plant and transported to site of
work intransit mixer for a lead up to 10 kms having
continuous agitated mixer, manufactured as per mix
design of specified grade for reinforced cement
concrete work including pumping of R.M.C. from
transit mixer to site of laying, excluding the cost of 4,793.10
centering shuttering finishing and
reinforcement including cost of admixtures in
recommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve
work ability without impairing strength and durability
as per direction of theEngineer-in-charge. Without Fly
Ash (Min cement level as per latest IS456 shall
Providing and laying controlled cement concrete
M.200for curing complete excluding cost of
12a 100.00 formwork and reinforcement for reinforced concrete Cum
work in (A) Foundations, footings,Base of
columns and Mass concrete
Walls, from top of foundation level upto floor two level
Slabs,landing,shelves,Balconies Lintels, Beams,
Girders and Cantilever upto floor two level. 4,460.36
Columns, Pillars posts and struts upto floor two level.
Staircases excluding landing upto floor two level
Vertical and Horizontial its upto floor two level.
Providing and laying in position Ready Mixed
M-250 grade concrete for reinforced cement
conctere work, using cement content as per
approved Design Mix manufactured in fully
automatic batching plant and transported to site of
work intransit mixer for a lead up to 10 kms having
continuous agitated mixer, manufactured as per mix
design of specified grade for reinforced cement
concrete work including pumping of R.M.C. from
transit mixer to site of laying, excluding the cost of 4,853.56
centering shuttering finishing and
reinforcement including cost of admixtures in
recommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve
work ability without impairing strength and durability
as per direction of theEngineer-in-charge. Without Fly
Ash (Min cement level as per latest IS456 shall
be maintained) (Cement level 450 kg )
Providing and laying controlled cement concrete M.250
13A and curing complete excluding the cost of formwork and
reinforcement for reinforced concrete work in
Foundations, footings, Base of columns and Mass
concrete. 4,238.04
Walls, from top of foundation
level upto floor two leve 4,519.88
Slabs,landing,shelves,Balconies, Lintels, Beams,
Girders and Cantilever upto floor two level. 4,496.07
Columns, Pillars posts and
struts, upto floor two level. 4,593.91
Providing and laying in position Ready Mixed M-300
grade concrete for reinforced cement conctere work
using cement content as per approved Design Mix
manufactured in fully automatic batching plant and
transported to site of work in transit mixer for a lead up
to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of
R.M.C. from transit mixer to site of
laying, excluding the cost of centering shuttering 5,043.66
finishing and reinforcement including cost of admixtures
in recommended proportions as per IS: 9103 to
accelerate/ retard setting of
concrete, improve workability without impairing strength
and durability as per direction of the Engineer - in -
charge. Without Fly Ash (Min cement level as per latest
shall be maintained)
Providing and laying in position Ready Mixed M-350
grade concrete for reinforced cement conctere work
using cement content as per approved Design Mix
manufactured in fully automatic batching plant and
transported to site of work in transit mixer for a lead up
to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of
15 1.00 R.M.C. from transit mixer to site of Cum
laying, excluding the cost of centering shuttering
finishing and reinforcement including cost of admixtures
in recommended proportions as per IS: 9103 to
accelerate/ retard setting of
concrete, improve workability without impairing strength
and durability as per direction of the Engineer - in -
charge. Without Fly Ash(Min cement level as per latest
shall be maintained)
Providing and Laying ordinary cement concrete
1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing
15a 1.00 smooth with curing etc. complete including the cost of Cum
form work but excluding the cost of reinforsement for
R.C.C work in (iv) Slabs having more than 13 cm and
upto 15 cm.thickness
Providing and Laying ordinary cement concrete
1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing
15b 1.00 smooth with curing etc. complete including the cost of Cum
form work but excluding the cost of reinforsement for
R.C.C work in (iv) Slabs having more than 8 cm and
upto 10 cm.thickness
Providing and laying ordinary cement concrete 1:2:4 (1-
Cement 2- coarse sand : 4- graded stone aggregates
15c 1.00 20 mm nominal size) for R.C.C lintel including finishing Cum
smooth with,curing etc. complete including the cost of
formwork but excluding the cost of reinforcement.
Brick work using common burnt clay building
bricks having crushing strength not less than
35kg./Sq.Cm.in foundation and plinth in Cement
Mortar1:5 (1-Cement :5 - fine sand)
(A) Conventional (upto 10 ton)
Extra Rate for brickwork in Above Item for super
17 structure above plinth level upto floor two level (B)
(A) Conventional (upto 10 ton)
C) above floor two level Item No. 2(6.13) (A) Modular Per Floor
D) above floor two level Item No. 2(6.13) (B) Per Floor
Conventional 40.09 Per Cum
Half brick masonry in common brunt clay building
bricks having crushing strength not less than
Kg/Sq.Cm. in Cement mortar 1:4 ( 1-Cement :
coarse sand ) in foundation and Plinth 593.90
conventional brickwork (up to 10 ton) (B)
Extra for half brick masonry in super structure
19 10.00 above plinth level upto floor two level (B) Smt
Providing and laying Pre cast Light weight concrete
hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide
20 1.00 mm in legth made from of controlled cement Sqm
concrete M20 having cube compressive strength not
less than 20 MP a jointing with high strength & tensile
adhesion non-shrink cementitious joint compound
/P.U. Foam. (Plaster not required)
Providing and laying Pre cast Light weight concrete
hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide
mm in legth made from of controlled cement
concrete M20 having cube compressive strength not
less than 20MP a jointing with high strength & tensile
adhesion non-shrink cementitious joint
compound/ P.U.Foam. (Plaster not required)
Providing and laying Pre cast Regular concrete
hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide
22 1.00 mm in legth made from of controlled cement Sqm
concrete M35 having cube compressive strength not
less than 35 MP a jointing with high strength & tensile
adhesion non-shrink cementitious joint
compound/ P.U.Foam. (Plaster not required)
Providing and laying Precast Regular concrete
hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide
23 1.00 mm in legth made from of controlled cement Sqm
concrete M35 having cube compressive strength not
less than 35 MP a jointing with high strength & tensile
adhesion non-shrink cementitious joint compound
/P.U.Foam. (Plaster not required)
Providing form work in ordinary timber planking
so as to give a rough finish including centering,
shuttering, strutting and propping etc. height of
24 propping and centering below supporting floor to
celling not exceeding 4 M & removal of the
same for in situ reinforced or plain concrete work
upto floor four level
Foundation, footings, bases of columns etc. and
mass concrete. 171.68
(B) Flat surfaces such as soffits of supspened floors
b 1.00 slabs Landings and the like. (1) Floors etc. upto 200 Smt
mm in thickness.
(B) Flat surfaces such as soffits of suspended floor roof
c 1.00 slabs Landings and the like. (2) Floors etc. above Smt
200mm in thickness.
Vertical surface such as walls (any thickness) partitions
d 1.00 and the like including attached buttresses & string Smt
course & the like.
(ii) Sides And Soffits Of Beam, Haunchings
e 1.00 Cantilevers, Girders, Bressumers And Lintels Smt
Not Exceeding 1 M In Depth.
(G) Columns PillarsPosts and struts. (1) Square
Rectangular Polygonal in plan. 297.68
(2) Circular or curved in plan.
(H) (2) Sides and soffits of Beams Beam Haunchings
h 1.00 canti-levers Girders Bressumers and Lintels exceeding Smt
Providing and fixing 35 mm thick shutters for Doors,
windows and clear story windows including
anodised alluminium butt hinges with necessary
(A) Indian Teak Wood (ii) Fully Glazed.
(B) Indian Teak Wood (ii) Fully Panelled
(C) Indian Teak Wood (iii) Partly panelled and
partly glazed. 5,133.69
Providing and fixing 35 mm thick shutters for Doors,
26 windows and clear story windows including black
enamelled M.S.butt hinges with necessary screws.
(A) Indian teak wood. (i) Fully Panelled.(upto
b 1.00 (A) Indian teak wood. (ii) Fully Glazed.(upto 10 Smt
(A) Indian teak wood. (iii) Partly panelled and partly
glazed. (upto 10 ton) 4,940.25
Providing and fixing 35 mm thick panelled, glazed
or panelled and glazed shutters for Doors windows
27 and clear story windows including anodised
alluminium But hinges with necessary screws and
indian teak wood shutters with.
(A) Plywood sheet panels.
(B) Particle board panels
(C)Hard board panels.
(D) Asbestos sheet panels.
Providing and fixing 25 mm thick shutters for cup
boards etc. including black enamelled M.S. butt
hinges with necessary screws.(A) Indian teak wood. 3,006.75
(i) Fully Panelled. (upto 10 ton)
Providing and fixing 25 mm thick shutters for cupboards
etc. including anodised alluminium
butt hinges with necessary screws. (A) Indian teak 2,594.74
wood. (ii) Fully Glazed.
Providing and fixing 25 mm thick shutters for cupboards
etc. including anodised alluminium butt hinges with
necessary screws. (A) Indian teak wood. (ii) Partly 2,814.42
panelled and partly glazed.
Providing and fixing plain asbestos cement sheet
mm thick in partitions including fixing to fames with
29 5.00 screws etc, complete with 50 mm x 12 mm Smt
Deodar wood beading (Frames to be paid
separately) (upto 10 ton)
Providing and fixing in partitions 4 mm thick medium
hard board of approved quality including fixing to
30 5.00 fames with screws etc complete with 50 mm x 12 Smt
mm teak wood beading (Frames to be paid
separately) (upto 10 ton)
25 mm thick wooden shelves supported on 40 x
40 mm x 6 mm T or L iron brackets fixed at
31 5.00 suitable distances but not exceeding 75 Smt
cm. apart with Mango wood or equivalent quality.
40 mm thick wooden shelves supported on 40 x
40mm x 6 mm T or L iron brackets fixed at suitable
distances not exceeding 75cm. Apart with 1,691.00
Mango wood or equivalent quality. (upto 10 ton)
Providing and fixing M.S. round or square bars with
33 10.00 M.S. flats at required spacing in wooden frames of kg
windows and clerestory windows.(upto10 ton)
Providing and fixing M.S. grills of required pattern to
wooden frames of windows etc. with M.S. flats at
34 1000.00 required spacings and frame alround, square or kg
round bars with round headed bolts and nuts or by
screws (A) Plain Grill. (upto 10 ton)
Providing and fixing M.S. grills of required pattern to
wooden frames of windows etc. with M.S. flats at
a 1.00 required spacings and frame alround, square or kg
round bars with round headed bolts and nuts or by
screws (A) Ornamental Grill. (upto 10 ton)
Providing and fixing glazed louvered glass
windows and ventilators with teak wood frame
cm. x 7 cm. size including 3 coats of oil painting to 4,102.54
wood work etc.complete. (upto 10 ton)
Providing and fixing glazed louvered glass
windows and ventilators with teak wood frame
36 1.00 cm.x7 cm. size including 3 coats of oil painting to Smt
wood work etc.complete.with wooden louvers plank
12mm thick (upto 10 ton)
Providing and fixing 35 mm thick shutters for Doors,
windows and clere story windows including Indian
teak wood frames 10 cm x 7 cm. size including
anodized alluminium fixtures and fastenings including 3,211.96
primer coat of approved quality and two coats of oil
painting etc, complete.(ii) Fully Glazed.
Providing and fixing 35 mm thick shutters for Doors,
windows and clere story windows including Indian
teak wood frames 10 cm x 7 cm. size including black
38 1.00 enamelled iron oxidixed fixtures and Smt
fastenings including primer coat of approved quality
and two coats of oil painting etc, complete.(ii) Fully
Providing and fixing 35 mm thick shutters for Doors,
windows and clerestory windows
including Indian teak wood frames 10 cm x 7 cm. size
a 1.00 including anodized alluminium fixtures Smt
and fastenings including primer coat of approved quality
and two coats of oil painting
etc, complete. (iii) Partly panelled and partly glazed.
Providing and fixing 30mm thick FACTORY MADE
SOLID BOTH SIDE PRELAM PANEL PVC DOOR
SHUTTER consisting of frame made out of M.S.tubes of
19 gauge thickness and size of 19mm x 19mm for
stiles, top and bottom rails. M.S. frame shall have a coat
of steel primer of approved makde
and manufactures. M.S frame covered with 5mm thick
heat moulded prelim PVC ‘C’ channel of siz 30mm
thickness, 70 mm width of which 50mm shall be flat and
20mm shall be tapered in 45 degree Angle on either
side forming stiles, and 5mm thick, 95mm wide pream
PVC sheet out of which 75mm shall be flat and 20mm
shall be tapered in 45 degree on the inner side ot form
top and bottom rail and 115mm wide prelim PVc sheet
39 50.00 75nmm shall be flat and 20mm shall be - 75nmm shall Smt
be flat and 20mm shall be tapered on both side to form
lock rail, Top, bottom
and lock rails shall be provided either side of the panel.
10mm (5mm x 2) thick 20mm wide cross PVC sheet
shall be provided as gap insert for top rail and bottom
rails. Panelling of 5mm thck both side prelim PVC sheet
to be fitted in the M.S. frame welded,sealed to the stiles
and rails with 7mm (5mm + 2 mm) thick x 15mm wide
PVC sheet beading on inner side, and joined togeth
solvent cement adhesive. An additional 5mm thick PVC
strip of 20mm width is to be stuck on the interior side of
the ‘C” chanel using PVC solvent adhesive etc.
complete as per direction of Engineering in charge,
manufacture’s specification and rawing.
Providing and fixing in position collapsible steel
shutters with vertical channels 20 x 10 x 2 mm
braced with flat iron diagonal 20 x6 mm size with top
40 1.00 and bottom rails T iron 40 x 40 x 6 mm with 38 mm dia Sq.M.
steel pulleys complete with bolts, units, locking
arrangements, stoppers, handles, including a
priming coat of red lead paint & approved make.
41 1.00 Providing and fixing 1 mm thick M.S. sheet sliding Sqm
shutters with frame and diagonal braces of 3,652.12
40x40x6 mm angle iron, 3.15 mm M.S.gusset plates
at Junctions and corners 25 mm dia. pulley,
40x40x6 mm angle and T-iron huide rail at
top and bottom respactively with handles, stoppers
and locking agangement etc, including applying
a priming coat of red lead paint. (upto 10 ton)
Providing and fixing rolling shutters of approved make
made of 80 mm wide M.S.laths inter-locked
together through their entire length and jointed together
at theends by end locks mounted on specially
designed pipe shaft with bracket plates, guide
channels and arragements for inside and out 3,468.72
side locking with push-pull operation
including the cost of hood cover and spring
etc. complete. (A) Shutters having width below
Providing and fixing rolling shutters of approved make
made of 80 mm wide M.S.laths inter-locked
together through their entire length and jointed together
at theends by end locks mounted on specially
designed pipe shaft with bracket plates, guide
channels and arragements for inside and out 4,450.51
side locking with push-pull operation
including the cost of hood cover and spring
etc. complete. (A) Shutters having 3.5 M. &
Providing and fixing extruded aluminum window having
extruded aluminum Colour Powder Coated section
frame main outer size 127mm x 38.10mm x
1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track
member size 122.20mm x 31.75mm x 1.10mm @ Wt.
1.205 Kg/mt,vertical member of size 122.20mm x
31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding
shutters of horizontal member size 40mm x 2,119.14
18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member
of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,@
with 5 mm thick transparent bronze colour tinted float
glass with powder coated aluminum fittings and fixtures
and transparent silicon sealant glass fixing to frame as
per details etc complete for window.
Providing and fixing window having extruded aluminum
Colour anodized section frame main outer size 63.50 x
38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two
track member size 61.85 mm x 31.75 mm x 1.20mm @
wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x
31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding
44 50.00 shutters of horizontal member size 40mm x 18mm x Sq. M.
1.29mm @ wt.of 0.456Kg/mt, vertical member of size
0.457 Kg/mt with 5 mm thick transparent bronze colour
tinted float glass with powder coated aluminum fittings
and fixtures and transparent silicon sealant glass fixing
to frame as per details etc complete for window.
Providing & Fixing in position Alluminium vents
with frame using approved anodised extruded
alluminium section as approved by Engg. In
charge.(Jindal alluminium) units equivalent Approved
Rate)Frame section of 63.50 x 38.50 mm. (wt. 1,288.93
0.68Kg/Rmt) incl. Providing & Installing 5 mmthick
approved color Acrylic sheet of standard quality
Providing and fixing standared extruded of
alluminium section of size 63 mmx38.10 mmx1.2 1,163.92
mm (Jindal Section:2434, @ Wt.0.643 Kg/mt) with
colour anodized alluminium frame for ventilation
with 5 mm thick frosted glass as details etc
complete for Ventilation
Providing and fixing standared extruded of alluminium
section of size 63.50 x 38.10 x
mm,@ Wt 1.094Kg / Rmt with colour Powder Coated
alluminium frame with 5 mm thick transparent bronze 1,509.90
colour tinted float glass as details etc complete for Fix
Providing and laying 40 mm thick marble chips
flooring rubbed and polished (I.E.terrazo) to granolithic
finish with under layer 30 mm thick cement
concrete1:2:4 (1-Cement: 2-coarse sand: 4-graded
stone aggregate 10 mm and down gauge) and
to player 10 mm thick with white, black or white and
48 1.00 blak marble cihps of required sizes from 1 mm to 4 mm Sqm
nominal size laid in cement marble powder mix 3:1 (3-
Cement:1-Marble powder by weight) in
proportion of 4:7 (4- Cement: 7-marble chips
by volume) (C) Medium Shade pigment with
approx 50% white cement and 50% ordinary
cement (In top layer only) (upto 10 ton)
Providing and laying marble chips skirting (Terrazo)
or dedo rubbed, and polished to Granolithic finish to
player 6 mm white, black or white and black
marble chips of size from smallest to 4 mm
49 1.00 nominal size laid in cement marble powder mix 3:1 Sqm
(3-Cement: 1 marble powder by weight) in
proportion of 4:7 (4-cement marble powder mix: 7-
marble chips by volume) (B) Light shade pigment with
white cement (In top layer only)
Providing and laying white glazed tiles 6mm thick in
flooring treads of steps and landing laid on a bed of
12mm thick cement mortar 1:3 (1-cement : 3-coarse 908.17
sand ) finishing with flush pointing in white cement.
Providing and laying Ceramic tiles 6 mm thick in
flooring treads of steps and landing laid on a bed of
51 10.00 mm thick cement mortar 1:3 (1- cement :3-coarses Sq.M.
and) finishing with flush pointing in white cement. (upto
Providing & Fixing 2mm Aluminium / 4mmACP
sheeting fixed with Type-11 Class-C High Intensity
52 1.00 Grade Sheeting as per IRC 67 : 2012 reflective sheeting Smt
of size including lettering and signs as
Providing and laying Vitrified tiles 8 to 10 mm thick,
36''x36'' in flooring treads of steps and landing laid on a
53 20.00 bed of 12 mm thick cement mortar 1:3 (1- Sq.M.
cement:3-coarses and) finishing with flush pointing
inwhite cement. (upto 10 ton)
Providing and laying Vitrified tiles 8 to 10 mm thick,
24''x24'' in skrting risers of steps and dedo on 10 mm
54 1.00 thick cement plaster 1:3 (1- cement: 3-coarse Sqm
sand) and jointed with white cement slurry (upto
Providing and laying Vitrified tiles 8 to 10 mm thick, in
skrting risers of steps and dedo on 10 mm thick
cement plaster 1:3 (1-cement:3- coarse sand) 1,523.61
and jointed with white cement slurry (upto 10 ton)
Providing and laying 24" x 24" vitrified Tiles
to 10 mm th. Double Charged gloosy/ Matt of
Approved make as approved by Adl.C.E. / 1,527.00
consultants in flooring over 20 mm thick cement
mortar 1:6 (1 cement : 6 coarse sand)on new
surface& jointed with colour cement slurry incl
with flush pointing & cleaning the surface etc. comp.
Providing and laying 24" x 24" vitrified 8 to
mm th.Double Charged Gloosy / Matt tiles of
Approved make as Approved by Adl.C.E. /
Consultants for upto 10 cm high skirting as
approved by Engineer in charge over 10 mm thick 165.00
cement mortar 1:6 (1 cement : 6 coarse sand)on new
surface& jointed with colour cement slurry incl with
flush pointing & cleaning the surface etc. comp.
Providing and laying polished Kota stone slab flooring
over 20 mm (Average) thick base of cement
mortar 1:6 (1-cement:6-coarses and) or
L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid
over and jointed with grey cement slurry mixed with 982.83
pigment to match the shade of slab including
rubbing and polishing etc. complete. (A) 25 mm thick
Providing and laying marble stone slab flooring over
20mm (average)base of cement mortar 1:6 (1-cement :
6 coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse
sand) laid and jointed with gray cement slurry including 2,194.63
rubbing and polishing complete. (A) Marble slab 25mm
Providing and laying polished Kota stone slab flooring
over 20 mm (Average) thick base of cement
mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5
laid over and jointed with grey cement slurry 1,085.48
including rubbing and polishing etc.complete. (B)
30 mm thick (upto 10 ton)
Providing and laying polished kota stone slab 25 mm
thick in risers of steps, skirting Dedo and pillars laid on
10 mm thick cement mortar 1:3 (1-Cement :3 coarses
and) and jointed with gray cement slury mixed 1,176.03
with pigment to match the shade of slab including
rubbing and polishing etc.complete. (upto 10 ton)
Providing and laying cement concrete flooring
1:2:4 (1-cement: 2-coarses and:4-graded stone
62 500.00 aggregate 20mm nominal size) laid in one layer and Sq.M.
finished with a floating coat of neat cement. (A)
40mm thick. (upto 10 ton)
Providing and laying cement concrete flooring
1:2:4 (1-cement: 2-coarse sand:4-graded stone
63 1.00 aggregate 20mm nominal size) laid in one layer and Sq.M.
finished with a floating coat of neat cement. (B)
50mm thick. (upto 10 ton)
Providing and fixing pre-cast concrete kerb
stone of gray cement based concrete block 30 cm
length, 30 cm height and 15 cm thick of M200 grade
64 1.00 concret as per approved design and including Rmt
excavation for fixing in proper line and level, filling the
joint with C:M 1:3 (1 cement :3 fine sand) etc
complete. (upto 10 ton)
Providing and fixing pre-cast Rubber Dye / steel Dye
inter locking concrete block 60mm thick
with grade of concrete M300 pnumatic compressed /
vibrated mechanically and as per
approved design Confirming to IS 15658 : 2006 680.10
including 35 mm Sand layer for levelling
and filling the joint with sand in proper line and level as
per guidlines of IRC : SP 63-2018 etc. Complete.
Providing and laying broken china mosaic flooring for
terrace using 12 mm to 20 mm broken pieces of glazed 739.89
tiles to be laid over cement mortar 1:3 to plain or slope
and to be tempered to bring mortar creme out upto
surface using white cement including rounding
off junctions and extending them up to15 cm along
the wall, clearing with water and oxalic acid
etc.asdirected.
Providing and laying coloured glazed tiles of
the size 300 mmx200 mmx8 mm/300 mmx450
67 1.00 mmx8 mm in skirting, risers of steps and dedo Sqm
on 10 mm. thick cement plaster 1:3 (1cement:
coarse sand) & jointed with white cement slurry.
Providing corrugated G.I. sheet of class-3 roofing
fixed with glavanished iron J or L Hooks, Bolts
and nuts 8 mm diameter with bitumen and G.I. limpet
washer or G.I. limpet washer. filled with white lead 719.93
complete excluding the cost of purlins, Rafters and
Trusses. (1) 0.80 mm thick sheet.(up to10 ton)
Providing ridges or hips 600 mm over allin plain
G.I. sheet class-3 fixed with G.I. J or L Hooks and
nuts 8 mm dia G.I. Limpet and bitumen washer 635.58
Providing and fixing 150 mm wide 450 mm over all
semi circular plain G.I.sheet class-3 gutter with Iron
70 1.00 brackets 40 mmx3 mm size Bolts, Nuts, washers Sqm
etc. including making necessary connection with rain
water pipes. (i) 0.80 mm thick
Providing and fixing five courses water profing
treatment with bitumen felt consisting of second
and fourth course of blown/ bitumen or/and
residual bitumen applied hot at 1.2 kg.per Sq.M.of
area for each course and first course with fibre
base bitunen saturated under lay type land third
course with fibre base self finished felt type 2 grade 1 466.84
and fifth and final course of stone grit 6 mm and down
size or pea sizes gravel spread at
0.008 Cu.Metre/Sq.metre preparation of surface
excluding grading complete. (upto 10 ton)
Providing and fixing on wall face C.I. Rain water pipe
including filling the joints with spun yarn soaked in neat
cement slurry and cement mortar 1:2(1- Cement 283.62
: 2-fine sand) (A) 75 mm dia.
Providing 15 mm thick cement plaster in single
coat on Rough (Similar) side of single or half brick
73 400.00 walls for interior plastering up to floor two level and Sqm
finished even and smooth in (i) Cement mortar 1:3
(1-cement :3-sand)
Providing 20mm thick sand faced cement plaster on
walls upto height 10 metres above ground level
74 400.00 consisting of 12mm thick backing coat of C.M. 1:3 (1- Sqm
cement : 3-sand) and 8mm thick finishing coat of C.M.
1:1 (1-cement : 1-sand) etc. complete.
Colour washing with lime on wall surface (two
coats) over and including a primary coat of white
75 1.00 washing to give an even shade after through Sqm
brooming the surface to remove all dirt, dust,
mortar drops and other foreigh matter.
Removing dry or oil bound distemper by a
washing and scraping and sand papering the wall
surface smooth including necessary repairs to 11.19
scratches complete.
Distempering with dry distemper of approved brand
77 1.00 and manufacture (two coats) and of required shade Sqm
on wall surfaces of given an even shade, over
and including a priming coat of whiting after
thoroughly brooming the surface free from mortar
dropping and other foreign matter.
Extra Coat for Above Item over above for
77 a 1.00 every subsequent coat of approved brand and Sqm
Distempeing (Two coats) with oil bound distemper
of approved brand and manufacture and of
required shade on wall surfaces to give an even
shade, over and including a priming coat with
78 1.00 distemper primer of approved brand and Sqm
manufacture after thoroughly brushing the
surface free from mortar dropping and other
foreign matter and also including preparing the
surface even and sand papered smooth.
Extra Coat for Above Item over above for
79 1.00 every subsequent coat of approved brand and Sqm
Wall painting (two coats) with plastic emulsion
paint of approved brand and manufacture on
undecorated wall surface to give an even shade
including throughly brushing the surface free from 78.44
mortar droppings and other foreign matter and sand
papered smooth.
Extra over item for every sub sequent coat of wall
painting with plastic emulsion paint of approved brand 33.39
Extra over item for painting with plastic emulsion paint
of approved brand on ceilings and sloping roofs. 5.36
Applying priming coat over new steel and other
metel surface after and including preparing the
surface by throughly cleaning, oil, grease, dirt and
other foreign matter and scoured with brushes fine 34.34
steel wood, scrapers and sand paper with ready
mixed priming paint brushing red lead.
Painting two coats (excluding priming coat) on
new steel and other metal surface with enamel
paint, brushing, interior to give an even shade
including cleaning the surface an even shade 86.94
including cleaning the surface of all dirt, dust and other
foreign matter.
Painting one coats (excluding priming coat) on
previously painted steel and other metal surface with
84 500.00 enamel paint, brushing to give an even shade Sqm
including cleaning the surface of all dirt, dust and
other foreign matter.
Extra over item for 83 & 84 every sub sequent coat of
Painting two coats (excluding priming coat) on
new steel and other metal surface with synthetic
86 100.00 enamel paint, brushing to give an even shade Sqm
including cleaning the surfaceofalldirt,dust and other
foreign matter.
Painting one coats (excluding priming coat) on
previously printed steel and other metal surface with
87 100.00 synthetic enamel paint, brushing to give an even Sqm
shade including cleaning the surface of all dirt, dust
and other foreign matter.
Extra over Above item for 86 & 87 for every sub
sequent coat of paint. 43.47
Painting two coats (excluding priming coat) on
external surface of new rain water, soil, waste and
89 10.00 vent pipes and fittings with ready mixed bituminous Sqm
brushing, black, anti corrosive to give an even
shade including cleaning of all dirt, dustand other
foreign matter.(75 mm dia)
Painting two coats (excluding priming coat) on
external surface of new rain water, soil, waste and
vent pipes and fittings with ready mixed bituminous
brushing, black, anti corrosive to give an even 25.05
shade including cleaning of all dirt, dust and other
foreign matter.(100 mm dia)
Painting two coats (excluding priming coat) on
new wood and wood based surface with enamel
paint, interior to give an even shade including
91 10.00 cleaning the surface of all dirt, dust and other Sqm
foreign matter sand papering and stopping. (a) Ready
brushing wood primier pink.
Painting one coats (excluding priming coat) on
previously painted wood and wood based surface
92 1.00 with enamel paint, to give an even shade including Sqm
cleaning the of all dirt, dust and other foreign matter.(b)
Ready mixed paintbrushing priming for enamel
Extra over Above item for 91 & 92 every sub
sequent coat of paint. 36.39
Painting two coats (excluding priming coat) on new
wood and wood based surface with ready mixed
94 1.00 paint, brushing, oil, gloss, semi gloss to give and Sqm
even shade including cleaning of all dust, dirt and
other foreign matter sand papering and stopping.
Finishing wall with weather proof exterior emulsion
paint on wall surface (two coats) to give an
95 600.00 required shape even shade after thoroughly brushing Sqm
the surface to remove all dirt, and remains of
loose powdered materials.etc complete
Applying two coats of putty & two coats of primer
of approved brand and manufacture on new wall
96 1.00 surface to give an even shade including thoroughly Sqm
brushing the surface free from mortar dropping and
other foreign matter and sand papered smooth.
Painting two coats (excluding priming coat) on
new wood and wood based surface with enamel
97 1.00 paint, interior to give an even shade including Sq.M.
cleaning the surface of all dirt, dust and other
foreign matter sand papering and stopping.
Writing letter or figures on any surface with
black japan paint (stops, comas, hyphens and the per letter per
like not to be measured and paid for separately) 3.47 Cm/Ht
(i) Block (Letters/Figures) (Per 10 Letter pet CM.HT)
Extra over items for using thick white paint instead per letter per
99 1.00 of black japan paint. (i)Block (Letters/Figures) 0.07 Cm/Ht
Polishing with french polish on new wood and
wood based surface to give an even
surface including cleaning, the surface of all dirt, dust
sand papering smooth and including a coat of wood
Extra over items for using thick white paint instead per letter
101 1.00 of black japan paint. (ii) Indian (Letters/Figures) 0.07 perCm/Ht
Painting lines, deashes, arrows, letters etc on roads,
Air fields and like in two coats with road marking paint,
brushing including cleaning the surface of all dirt, 121.91
dust and other foreign matter. (i)Over 10cmi n width
Painting lines, deashes, arrows, letters etc on roads,
103 10.00 Air fields and like in two coats with road marking paint, Rmt
brushing including cleaning the surface of all dirt,
dust and other foreign matter.(ii) Upto 10 cm in width
Painting lines, deashes, arrows, letters etc on roads, Air
fields and like in one coats with road marking paint,
brushing including cleaning the surface of all dirt, dust 50.40
and other foreign matter. (i) Over 10cm in width
Painting lines, deashes, arrows, letters etc on roads,
Air fields and like in one coats with road marking paint,
105 1.00 brushing including cleaning the surface of all dirt, Sqm
dust and other foreign matter. (ii) Upto 10cm in
Demolition including stacking of serviceable
106 30.00 materilas and disposal of unserviceable materials with Cu.M.
all lead and lift. (i) R.C.C. work
Demolition of Brick work and stone masonry including
stacking of serviceable materil as and disposalof
unserviceable materials with all lead and lift.(ii) In 544.95
Demolition of terrace including stacking of serviceable
50.00 materilas and disposal of unserviceable materials with Smt
all lead and lift.(i) Brick tile covering.
Dismentaling tiled of stone floors laid in mortar
108 600.00 including stacking of serviceable materil as and disposal Sqm
of unserviceable materials with all lead and lift.
Dismentaling of sheet roofing including ridges,
Hips, Valleys, Gutters etc. stacking of serviceable
materil as and disposal of unserviceable 47.25
materials with all lead and lift.(i) G.I.sheet roofing.
Dismentaling of sheet roofing including ridges,
109 Hips, Valleys, Gutters etc. stacking of serviceable
A materil as and disposal of unserviceable 53.55
materials with all lead and lift.(i) A.C. sheet roofing.
Dismentling steel work including distempering and
stacking the materials with all lead and lift. 3.63
Dismentling doors, windows, ventilators etc.
(wood or steel) shutters including chowkhats
111 10.00 architraves, hold fasts and other attachment etc. Each
complete and stacking the material within all lead and
lift.(i) Not exceeding 3 Sq.M. in area.
Dismentling doors, windows, ventilators etc.
(wood or steel) shutters including chowkhats
112 10.00 architraves,hold fasts and other attachment etc. Each
complete and stacking the material with in all lead
and lift.(ii) Exceeding 3 Sq.M.in area.
Dismentling barbed wire in fencing including making
rolls and also including dismentling fencing posts
including all earth work concrete in base and
113 1.00 making good the disturbed ground stacking useful Rmt
materials as directed and disposing as
directed and disposing of the unserviceable
materials with all lead and lift.
Dismentling C.I. pipes G.S.W. pipes abd A.C.
rain water pipes with fittings and clamps including
stacking the materials with all lead and lift (for any dia, 74.03
Dismantling santtary fittings like wash basin . W.C.
115 10.00 pan Indian and Europe an type, flushing tank etc. Each
including stacking the materials with all lead and lift
Scraping oil paint from steel and other metal
116 10.00 surface and making the surface even (with Smt
Hand Scraping.)
Removing and scraping of old deteriorated
plaster of any thickness from wall / R.C.C
member including stacking of serviceable 19.38
material and disposal of unserviceable from site of
work with all lead and lift
Providing and fixing M.S. fan clamps of shape
118 1.00 and size as specified in existing R.C.C. slab Each
including cutting chase and making good.
Cutting out cracks of roof terrace to V-section,
119 1.00 cleaning out, wetting, grouting with cement and Rmt
sand slurry 1:3 (1-cement 3-sand ) (upto 10 ton)
Cutting out cracks roof terrace to V-Section cleaning
out and filling solidly with a hot mixture of
bitumen and clean dry sand (1:1 by weight) (up to 10 75.29
Providing & Fixing in position Alluminium doors
with frame using approved quality anodised
extruded alluminium section as approved by Engg.in
charge(Jindal alluminium)(a) Frame sections
101.6x44.45 mm (b) Shutter bottom vertical
& top section 83.5x44.45 (wt.1.31 kg/mt.)(at
121 1.00 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm Sq. M.
at (1.37 kg/mt) Shutter middle section at 100x44.3
wt.(1.37 kg/mt) incl.providing & installing 5 mm
thick approved color Acrylic sheet of standard
quality fixed with glazing chips on upper pannel &
Laminated sheet on lower pannel (wtt.0.13 kg/Rmt)
etc.comp.as direction of engg.in charge.(N.S.)
Providing & Fixing in position Fully Panelled / Partly
Panelled Partly Glazed / Fully Glazed Alluminium
doors with frame using approved quality
anodised extruded alluminium section of 1.5 mm
thickness as approved by Engg. In charge.(Jindal
alluminium )(a) Frame sections 101.6x44.45 mm b)
Shutter vertical & top section 83.5x44.45 (wt.
1.31 kg/mt.)( at 1.31 kg/mt) © Shutter bottom section 4,583.00
at 114.3 x44.45mm at ( 1.37 kg/mt ) Shutter middle
section at 100x44.3 wt. (1.37 kg/mt ) incl. providing &
installing 5 mm thick Glass of standaed quality
fixed / 12 mm thick Laminated sheet with glazing
chips (wt. 0.13 kg/ Rmt) in panels etc. comp. as
per Detail Given & direction of engg.in charge.
Providing & Fixing in position Alluminium
window 2/3/4 track sliding / fix type with frame
using approved anodised extruded alluminium
123 1.00 section of minium thickness of 1.5 mm as approved by Sq. M.
Engg. In charge.(Jindal alluminium)
units equivalent. including P/F installing 5 mm thick
clear/tinted Glass of standard quality etc.comp.
Providing and fixing standared extruded of alluminium
section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg
124 1.00 / Rmt with colour Powder Coated alluminium frame with Sq. M.
5 mm thick transparent bronze colour tinted float glass
as details etc complete for Fix window.
Providing and fixing of Ridge flashing for roof
panel shall be made out of 0.5 mm thick pre
coated GI sheet. The Pre coatedsheet shall be of
minimum 240 mpa steel grade confirming to IS
14246:1995 and shall have zinc coating of minimum
120 gsm as per IS:277:1992, 5-7 microns epoxy
primer on both side of the sheet and polyester top
coat 15-18 micron. The PP GI Sheet shall have 458.85
plastic protective guard film of minimum 25 microns
to avoid scratches during transportation. The ridge
shall be fixed to the steel members by poprivetor
self drilling/self stitching fastners @ maximum
450mm c/c along length of capping/flashing etc
Supplying and fixing vinyl flooring over the surface
126 1.00 having 1-2 mm thickness as per directed by Smt
engineer incharge etc as completed (N.S.)
Providing and laying 15mm bamboza wooden
flooring as per architect's drawing with all
necessary details as directed by the project
consultants. Use underlay for better result as per 2,690.00
Detail specifications and directed by the project
consultants. (N.S.) Approved Rate )
Providing and fixing 1.20 Metre high fencing with
2.0 Metre long M.S. Angle posts 40 mm x 40 mm x
mm and oil painting 3 coats fixed at 2.5 Mt, C/c.
with five Horizontan lines and two diagonals of
128 200.00 galvanised steel barbed wire weighting 9.38 Kg. per Rmt
100 Metre, strained and fixed to posts with G.I,
staples including fixing the posts in ground with
M x 0.5.M x 0.5 M. block in C.C 1:5:10 etc
Dismentling barbed wire in fencing including
making rolls and also including dismentling fencing
posts including all earth work concrete in base and
129 200.00 making good the disturbed ground stacking useful Rmt.
materials as directed and disposing as directed and
disposing of the unserviceable materials with all
Constructing a sink (chowkedi) with C.C. 1:2:4,
cm. thick over B.B. masonry in C.M, (1:6) in front and
130 10.00 dwarf wall 1.0 Mt. high and 23 cm. thick cement Rmt
plaster to masonry / in C.M.1:3) and cement concrete
flooring in 1:2:4: mix 5cm.dia.drain pipe etc.complete.
Constructing a cooking platform 60 cm. width and
cm high resting on B.B. Masonry walls 23 cm. thick in
C.M. (1:6) with (i) Fixing or precast R.C.C. 1:2:4)
8 cm. thick slab with marble chips set in C.M. (1:6) (6 933.98
mm thick terrazo) with plastering on exposed
faces walls in C.M. (1:4) etc complete.
Making 15 mm groove in RCC work on road and filling it
132 1.00 with polysulfied selant and finished it good incl. all all Rmt
labour charges etc. comp as directed
P/A Tremix with dewartering machine and
floater machine on constructed CC work for finishing
the surface as per requirement. The rate including
all machinaries, labor, loading, unloading, 54.00
transportaion etc complete as per direction given
by engineer incharge.
Carring out timber treatment to all wood work
including drilling holes and spraying oil based
chemical solution on surface of timber work for termite
control including labour and material etc. complete.
Using Chlordene 20 EC. As Per 6113_part III
134 50.00 Consentration Weight1.00 percent is recommended one Smt
litre chemical emulsion dillute with 9 liter of
kerosene precent concentration. Total dillute
concrentration will be 10 litre inclusive of the
litre chemical emulsion appication 0.75 / Litre
chemical per one Sqmt printed two coat wood surface.
Applying general insecticide pest control treatment
to floors, cup boards etc including labour
material etc. complete. Using Heptachloride
EC. As Per 6113_pests Consentration Weight
percentis recommended one litre chemical emulsion 88.40
dillute with 39 liter of water will give. Total dillute
concrentration will be 40 litre inclusive of one litre
chemical emulsion appication 0.5 Litre chemical
/ Sqm of surface is recommended as per I.S
Carring out plinth treatment to post construction /
existing structure by spraying chemical solution for
termite control treatment including labour and
material consist ment with I.S. specification.
Using Chlordene and Chior purfiles 20 EC. As
136 10.00 Per 6131_paret-II Consentration Weight on percentis Smt
recommended i.e one litre 20 EC chemical
emulsion with 19 liter give 1% concrentration
inclusive of one litre chemical emulsion
appication attherate of 5 Litre chemical / Sqm
of surface is recommended as per I.S
Carrying out wall treatment for termite control
including spraying with chemical solution in oil base
(0.5 Lit./Sq.M.) including labour and material
Using Hepachlor concentration 20 EC. As Per
IS.6316_paret-II Consentration by Weight
137 1.00 percentis recommended i.e one litre chemical Smt
emulsion dillute with 39 liter go fIS concrentration
total dillite concentration will be 40 litre inclusive of
one litre chemical emulsion appication at the rate
of 7.5 Litre chemical / Sqm of surface is recommended
Providing erecting and fixing double coated
Syntex PVC.(ISI) water tank of required capacity
each with all necessary fittings and connection etc. 3.91
complete on terrace.
Providing and fixing to wall, ceiling and floor
galvanised Mild steel tubes (Medium grade) of
the following nominal bore, tube fitting and clamps
including making good the wall ceiling and floor.
(A) 15mm (upto 10 ton)
(B) 20mm (upto 10 ton)
(C) 25mm (upto 10 ton)
(D) 32mm (upto 10 ton)
(E) 40mm (upto 10 ton)
(F) 50mm (upto 10 ton)
Providing and laying in trenches galvanised mild
steel tubes (Midium grade) of the following
nominal bore, and tube fitting (Earth work in
trenches to be measured and paid for separately)
(A) 15mm (upto 10 ton)
(B) 20mm (upto 10 ton)
(C) 25mm (upto 10 ton)
(D) 40mm (upto 10 ton)
(E) 65mm (upto 10 ton)
(H) 80mm (upto 10 ton)
Making connection of galvanised Mild steel
distribution branch with galvanised mild steel main
141 1.00 mm to 80 mm nominal bore by providing and Each
fixing tee including cutting and threading the
pipes complete.
Providing and fixing to wall ceiling and floor
Kg.F/Cm2 working pressure poluthene pipes of the
following out side Dia. Low densidy, complete
with special falnge compression type fittings,wall
clips etc.including making good the wall ceiling and
Providing and fixing to wall ceiling and floor
10.0Kg.F/Cm2 working pressure polythene pipes of
the following out side Dia. Low densidy,
complete with special falnge compression type
fittings, wall clips etc. including making good the
wall ceiling and floor.
Providing and fixing cast iron (Spun) Nahni trap
of the following nominal diameter of self cleaning
144 10.00 design with C.I. screaed down or higned grating Each
including cost of cutting and making good the walls
and floor 100 mm inlet and 50 mm outlet.(C)100mm dia.
Providing and fixing water closet squatting Pan
(Indian type W.C.Pan) size 580 mm (Earth
145 10.00 work, bed concrete, foot rest and trap to be Each
measured and paid for separately) (A) Vitreous
China. (I)Long pattern = White colour
Provdg. & fixing wall mounted White / Color
Vitreous China European water closet with
146 10.00 integral P trap of "Cera" - Clair Series or No.
equivalent incl. seat cover , Chair Bracket etc.
complete as per direction of engg. In charge.(N.S.)
Providing and fixing wsh down water closet
(Europe an type, W.C.Pan) with integral P or S trap
including jointing the trap with soil pipe in Cement
Mortar1:1 (1- Cement:1-fine sand) (Seal and 1,290.80
cover to be measured and paid forseparately) (A)
vitreous China Pattern :(i) in white colour
Providing and fixing Urinal of approved quality
including connection with trap and with integral
longitudinal flush pipe.(A) Squating plate pattern 1,535.63
white earthenware 550mm x 300mm.
Providing & Fixing Angle cock of " Ess Ess" -
149 10.00 Trend series or equivalent standard make as No.
approved by engg. in charge all complete. (N.S.)
Providing & Fixing pillar cock of " Ess Ess" - Trend
10.00 series or equivalent standard make as approved No.
by engg. in charge all complete. (N.S.)
Providing and fixing 100 mm size P or S trap for
water closet squatting pan including jointing the trap
150 5.00 with the pan and soil pipe in cement Mortar1:1 (1- Each
Cement : 1-Fine sand)(A) Vitreous China.Pattern in
Providing and fixing washbasin with single hole for
pillar tap with C.I. or M.S. brackets painted white 1,400.18
including sutting holes and making good the same
but excluding fittings.(A) Vitreous China:(ii) Flat
Back washbasin 550 mm x v 400mm size. (i) In
Providing and fixing Kitchen sink with C.I. or M.S.
brackets, painted white including cutting holes in
152 2.00 walls and making good the same but excluding Each
fittings. © Vitreous China Sink. (i) 600 mm x 450 mmx
Providing and fixing 600 mm x 450 mm bevelled
edge mirrror of superior glass mounted on 6 mm
thick A.C. sheet or ply wood sheet and fixing to 825.48
wooden pluge with C.P. brass screws and washers.
Providing and fixing chromium plated brass halftrun
154 flush cock of approved quality including
fixing in pipe line etc. complete.(ii) 25mm dia.
Provdg. & fixing White / Color Vitreous china
Counter wash basin with signle hole for pillar tap of
"Cera " - Concord series of 550 x425 mm size to be
fiited in stone counter with necessary brackets
painted white incl. cutting holes and making good
the same .Cost Includes P/F C.P. brass waste 2,950.00
coupline, 32 mm dia fisher union ,15 mm dia. Pillar
cock & Angle cock of " Ess Ess"- Trend series
mm dia. Waste pipe etc. complete as per dir.
of engg. in charge.
Finishing wall with water proofing cement paint of
on wall surfaces (Two coats) to give an approved
brand and manufacture and of required shape
even shade after thoroughly brushing the surface to 56.87
remove all dirt and remains of loose powered
Extra over Item 156 for every subsequent coat of
300.00 water proofing cement paint of approved brand Smt
and manufacture.
Providing & Fixing S.S.304 Grade Sink of Nirali
/ Krishna or Equivalent Make for Kitchen
Platform of size : 24":x18" as per Direction of engg. 4,650.00
Providing and fixing Kitchen sink with C.I. or M.S.
brackets, painted white including cutting holes in
157A 1.00 walls and making good the same but excluding Each
fittings. (C) Vitreous China Sink.(i) 600mm x 450mm
Providing and fixing C.P. brass towel rail comlete
158 2.00 with C.P.brass brackets fixed to wooden plugs Each
with C.P. brass scews.(B) 600mm x 20mm size.
Providing and fixing 600 mmx120 mm glass shelf
159 2.00 with C.P. brass bracket and guard rail complete Each
mixed to wooden plug with C.P.brass screws.
Providing and fixing toilet paper holder. (A)
C.P.Brass 414.53
Providing and fixingof S.S. Railing pipe 50 mm x 16 G
161 1.00 ASIS 304 Grade as per instruction of engineer in Rmt
Providing and fixing screw down bib taps of following
size. (B) Brass chromium plated screws down Bib Tap.
163 Providing and fixing screw down bib taps of
following size. © Gun metal screw down bib tap.
Providing and fixing pillar tap, capstan head,
164 screw down high pressure with screws, shanks and
Providing and fixing Gun metal check or non-
return fullway wheel valve.
(III) 25 MM DIA
165 Providing and fixing brass screw down stop tap.(A)
A mm dia 203.79
Providing and fixing chromium plated brass half
166 trun flush cock of approved quality including fixing in
pipe line etc. complete.
(iii) 32mm dia.
Providing and fixing Urinal or approved
quality including conecting the Urinal with
167 8.00 waste pipe , tap etc.complete. (A) White earthen Each
ware flat back or corner type size 430mm x
Providing and fixing Urinal of approved
quality including connection with trap and
with integral longitudinal flush pipe. (A) Squating 1,535.63
plate pattern white earthen ware 550mm x 300mm.
Providing and fixing chromium plated, bottle trap
169 1.00 with necessary couplings of approved quality for Each
Providing and fixing ball cock ofapproved quality as
directed. (A) Copper Metal (i) 25mm dia. 131.57
Providing and fixing ball cock ofapproved quality as
directed. (A) Copper Metal (i) 50 mm dia. 187.96
Filling with good Quality thor as and where
directed by the Architect / Engineer-in-charge, in
172 1.00 sunk in layers of 15 cm. thickness, including watering, Cmt
ramming well etc. complete, as directed by the
Architect / Engineer-in-charge .
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold water
173 10.00 including fittings make PRINCE/ SUPREME/ Rmt
ASTRAL/ FINOLEX or equivalent as approved
by Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or
shall be concelled as directed including
necessary fittings etc. including testing of pipe and
joints and fixing the same with solvent, including
cost of all materials.adhesive
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold water
including fittings make PRINCE/ SUPREME/
ASTRAL/ FINOLEX orequivalent as approved
by Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or 90.93
shall be concelled as directed including
necessary fittings etc. including testing of pipe and
joints and fixing the same with adhesive solvent,
including cost of all materials.
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold water
including fittings make PRINCE/ SUPREME/
ASTRAL/ FINOLEX or equivalent as approved
by Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or 117.97
shall be concelled as directed including
necessary fittings etc. including testing of pipe and
joints and fixing the same with adhesive solvent,
including cost of all materials.
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold water
including fittings make PRINCE/ SUPREME/
ASTRAL/ FINOLEX or equivalent as approved
by Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or 146.65
shall be concelled as directed including
necessary fittings etc. including testing of pipe and
joints and fixing the same with adhesive solvent,
including cost of all materials.
Providing laying and jointing in true line and level
mm dia. U.P.V.C. Pipe (SCH-40) for cold water
including fittings make PRINCE/ SUPREME/
ASTRAL/ FINOLEX or equivalent as approved
by Engineer In Charge. Pipe shall be fixed on the wall
with the help of clamp at every two metre C/C or 193.73
shall be concelled as directed including
necessary fittings etc. including testing of pipe and
joints and fixing the same with adhesive solvent,
including cost of all materials.
Providing and fixing premoulded compressible filler
board in black colour confirming to MoRT&H
Specifications (Clause 1015), having minimum density
95kg/cum. non-staining with less than 1% water
absorption & compression recovery of 93% minimum as 788.78
per specification for 20 mm wide expansion joint
including cutting to required size and shape at all levels
etc.complete as directed.
Fixing sun film for protection sunlight in black or any
colour as as directd by engineer In Charge.(Market rate) 402.54
Providing & Fixing 3 mm thick F.R.P.sheet of
Approved Quality & Color / Pattern as per Consultant's
design also includes required fabrication structure
in the grid of 2'-0x2'-0 size using hollow pipe of16
179 1.00 gauge & size 2"x1" & 1"x1" ,G.I. & Bitumen SqM
Washers, Silicon paste application for fixing the
sheet . Rate also includesnecessary bending, cutting,
labor charges , Zinc Primer coat & Two coats of oil
painting of color as approved by consultants &
making good the wall. (N.S.)
Providing 2 mm thick F.R.P. Gutter with necessary
M.S. Supporting Brackets. (N.S.) 400.00
Hiring charges for J.C.B.machine inclduing cost of
181 2.00 fuel, operator, dirver etc.. ( 12 hours sift Hrs.
day/night) (N.S.)
To provide tractor with hydraulic trolley, driver, 4 Nos.
of Labor with all tools like bucket drum, showels, trikam,
pavadas, etc,, to carryout different works
during monsoon for 12 Hrs. Shift. Work shall be 3,000.00
carried out as per the instrucitons of Engineer In-
Charge.No extra charged shall be paid for night shift.
Roller Blind Providing and fixing Roller Blind
curtain fixed on window level on wooden batten
and curtain lift with cotton thin rope, make of
183 1.00 aerolax or equivalent design and colour as per Smt
instruction by engineer – in – Charge with
necessary hardware fitting, material and labour
Providing & Fixing Door closer - complete of Approved
184 5.00 make to wooden / Aluminium Doors as per direction of No.
engg. In charge.
Providing and fixiing M.S. Fan clamps type 1 of 16 mm
dia M.S. bar bent to shape with hooked ends of R.C.C.
slabs during laying incl. painting the exposed protion of 124.74
loops, all as per standard design complete.
Providing cement vata (10cm. x 10 cm. size) quarter
186 5.00 round in cement mortar 1:1 including neat cement Rmt
finishing, watering etc. complete.
Making Water connection from exi.Muni. Water line
Applying and providing Expansion joint sealing
System on 100 mm vide joint including cleaning of
exansion joint by mechanical means provision of
adhesive and flexible membrane with required
188 2.00 bond length as per menufracturer specification and Smt
4mm thick alluminium strip covering with one side
sloted and bolted with suitable system, inclusive of
all manpower, machinery and material as per
specification and as directed.
Providing and Fixing 1 H.P. Electrical monoblock or
submarcible water pumps withmotor and required cable
and switch board of approved brand and make 6,800.00
etc.comp.as directed.
.Providing TMT Bar FE 415 reinforcement for R.C.C.
1000.00 work including bending, binding and placing in position Kg.
complete up to floor two level (up to 10 ton)
ProvidingTMTBarFE500/500Dreinforcement for
R.C.C.workincluding bending,binding and placing in
b 1000.00 position complete upto floor two level placing in position Kg.
complete upto floor two level placing in position
complete upto floor two level(upto 10 ton)
Providing and fixing 30mm thick solid both side prelam
191 10.00 PVC door shutter (sintex door-equivalent) with Smt
necessary alluminium fitting with EL-7 section frame
Providing & Fixing in position Alluminium window sliding
/ fix type with frame using approved anodised extruded
alluminium section as approved by Engg. In
charge.(Jindal alluminium) units equivalent (a) Frame
192 1.00 sections 65 x 25 mm ( at 0.41 kg/mt) (b)Sliding Frame Sq. M.
bottom section of 61.85 x 31.75 mm (at 0.41 Kg/Rmt) ©
Shutter top & bottom section 40 x18 mm ( wt.
Kg/Rmt ) (d) Shutter interlock vertical section 10 x
mm.( 0.41 Kg/ Rmt) (e) Shutter vertical of 40 x 18 mm.
(0.41 Kg/Rmt) including P/F installing 5 mm thick
approved color Acrylic sheet of standard quality
Providing and laying polished granite stone slab 18 mm
thick in risers of steps, dedo and pllars laid on 10 mm
193 1.00 thick cement mortar 1:3 (1 cement:3 coarse sand) and Smt
jointed with gray cement slurry including rubbing &
polishing etc.complete.
Wall panelling with 12 mm MDF fixed to existing
alluminium framing and making grove as per design
and finished with royal plastic paint as per instruction 1,688.00
of engineer incharge. (N.S.)
Providing and laying 15mm bamboza wooden
flooring as per architect's drawing with all
necessary details as directed by the project
consultants. Use underlay for better result as per 2,690.00
Detail specifications and directed by the project
consultants. (N.S.) (Approved Rate )
Providing 20 mm thick double coat mala cement plaster
on interior brick / concrete work for plastering
comprising of base coat of 12 mm thick cement plaster
196 1.00 in cement mortar (1 Cement : 4 coarse sand) in rough Sq.M.
finishing and 8 mm thick top coat of cement mortar 1:2
(1 Cement : 2 Coarse sand) finished with trovel
including scaffolding curing etc. complete.
Finishing wall with weather proof exterior emulsion paint
on wall surface (two coats) to
197 1.00 give an required shape evenshade after thoroughly Sq.M.
brushing the surface to remove all dirt, and remains of
loose powdered materials.etc complete
High Back Chairs for vip Lounge
:Supplying and installation of “Revolving High
Back” chairs. The chairs must be robust,
ergonomically designed and comfortable.
Seat & Back Assembly -1.2 cm thick hot
pressed plywood and upholstered with Fabric
and Molded Polyurethane Foam with PVC
lining all around. Back foam is designed with
contoured lumber support for extra comfort. Chairs
Dimension - Width 55 cm, Depth 60 cm Height
– 115.5 cm, Seat Height(SH) 44 – 56.5 cm. The
Polyurethane foam should be molded with density
45+/-2 kg/m3 & Hardness = 16+/-2
kg/m3onHampden machine at 25% compression.
Arm Rest - One-piece Black integral skin
polyurethane with 50-70 shore. `D’ Type Handle and
reinforced with MS insert. Centre Pivot
Mechanism - 360o revolving type 17o maximum tilt on
pivot at centre Tilt tension adjustment. Upright
locking. Telescopic Bellow Assembly - The
bellow should be 3 piece telescopic type and injection
molded in black Polypropylene. Hydraulic Height
Adjustment - The Hydraulic height adjustment should be
provided with adjustment stroke of at least 10cms.
Pedestal Assembly - The pedestal should be
injection molded in Black powder coated MS on
and fitted with 5 nos. twin wheel castors. Twin
wheel castors - The twin wheel castors should be
injection molded in Black Nylon The complete
item as per architect /engineer in charge
Providing and supplying Medium Back Chair for
199 1.00 Control room MODEL LIKE HOF OCT 172 Each
Revolving synchro tilting mechanism based
chair with gas lift for adjustable height and
medium curved back with seat and back PU molded
cushion with MS pipe frame structure and white
foam layer for seat and molded PU foam. White foam
layer for back covered with thick cloth and
draped with cloth of approved shade. (min. of
Rs.150/meter). 5 legged revolving molded nylon
chair base with good quality of PU castors with
years replacement guarantee. The chair to have wide
polyurethane arm rest of approved shape. Complete
chair should be in suitable shape. Rates to be
inclusive of all taxes and free delivery at site. The
complete item as per architect /engineer in
Providing and fixing storage, entire unit to be made
from 19 mm th. and 12mm Ply with 1.0mm &.
mm th. Laminate. Shelves to be made from 19mm
Ply with both side laminate. Rate shall include
200 1.00 necessary approved mortise locking systems, Smt
S S Handle pair 2" to 4" height and necessary
hardware. Over all storage to be completed with
necessary hard ware and accessories completed as
per drawing and design as given by Architect.
Existing storage repairing and veneer on top
Providing and fixing of Louvers On Existing d.c panel
Providing and fixing 35mmthk. Louvers shutter
made up from Ghanateak frame with 135x75mm and
shutter frame as per detail and fixing aluminum
louvers which is specified readymade
powder coated aluminum grill panel louvers .and 7,500.00
applying melamine spray polish all exposed wood
work. Overall door to be completed with necessary
hardware and accessories completed as per
drawing and design as given by Engineer In
charge/Architect.
Providing and fixing flush door shutters, solid
core construction with frame of first class hardwood
with cross board and face veneer or plywood face
panels, with both side 1 mm laminate finishing
including anodized aluminum butt hinges with
necessary screws. Decorative type and pine
wood core anodized minimum 3 no 150 mm long
aluminum butt hinges in flush door shutters with
202A 1.00 no of brass holdfast 325 mm long 1 no brass tower Smt
bolt 250 mm long and two no of 150 mm long brass
door handle . Decorative both side laminated
Flush door 35 mm thick. with frame of 10 cm x
cmt Indian teak wood frame including all necessary
fitting fixtures hardware screw and adhesive etc
fixing up to all lead and lift height up to 45 mtr from
GL etc complete as per direction of engineer in
Providing and fixing 35mm thick factory made moulded
door shuter consisting of solid core single leaf flush
door of 30mm thickness, lipped with 15mm (5mm x 3)
thick x 30mm width on one stiles and top rail and 10mm
(5mm x 2) thick x 30mm width on the other stilesand
bottom rails. The inner panel laminated with 2mm thick
termite proof, water proof and fire resistant moulded 2,131.00
sheet with 2,4,6 raised panel design in different plain
and /or prelim colours on one side after routing the
moulded design on flush door and 2mm plain and/or
prelim PVC sheet on other side using rubber adhesive
on flush door and solvent cement adhesive on the PVC
liping etc. complete as per direction of Engineer in
charge, manufacture’s specification and drawing.
P/M/F chainlink jali 8'x4' size as per details sketch &
instructionof engineer in charge same as lal darwaja
garden pattern consisting of 3'dia. M.S black pipe 'A'
class 5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of
9"x9"x9" size chain link jali of size 2"x2"x10 gauge fixed
203 110.00 in 35x35x5 mm MS angle frame 8'x4' size with MS flat Rmt
of size 25x3 mm welded jali etc.comp.The jali is to be
welded to MS pipe with MS flat as instruction given.The
M.S pipe and the M.S angle frame are to be painted
one coat of primer and two coats of paint as directed in
line and level. (N.S)
Providing & Fixing masonary wall with porbandar
lachiya stone with well dressed grooveas per directed
by engg.in charge for foundation, plinth or super
structure level (above plinth level upto floor two level) in
204 cement mortar 1:5 (1-cement : 5-fine sand) incl.pointing
the joint with white cement and yellow oxide powder in
proportion to match stone colour the joints should be
thread grooved as per exi. lake stone pitching
(A) stone masonary wall/stone dressed single faced
(B) stone coping (size 15"x8"x4")
(C) stone coping (size 15"x8"x9")
(D) stone column (size 15"x15")
(E) stone column top (size 20"x20"x9")
Supplying and fixing of 300 mm-L x 150 mm-B x
mm-H Kerb block for Footpath in M-20 grade using
20 mm nominal size black trap aggregate of
Sevaliya/Timbaor equivalent quality for
pre-cast blocks, reasonablyexposed finish/
formwork , mould with well equippedwith
vibratory system for kerb stones of approved
design including curing, etc. complete, including
thecost of formwork etc. complete. The rate
shall also include necessary cutting of asphalt,
fixing the Kerbstones in line and level on 5 cm 350.89
thick sand bedding withnecessary
equipments and materials. The rate shall also
include the flush pointing in CM (1:3) for all joints of
thekerbstones. Filling of zari alone the sides of the
kerbstone fixed with Bituminous concrete
Bituminousconcrete / C.C. mixed in proper position
to flush withthe road surface as directed by
Engineer in change to form a portable mixture.a)
Laying on 5 cm thick Sand Bedding
Providing and fixing pre-cast concrete kerb stone of
gray cement based concrete block 30cm length,30cm
height and 15cm thick of M200 grade concret as per
approved design and including excavation for fixing in 376.43
proper line and level,filling the joint with C:M 1:3
(1cement:3fine sand) etc complete.
Providing and Laying of Rubber Moulded Paver Block
Grey/Coloured 60 mm thick, M-35 Grade of any size
206 100.00 shape (Usually Uni-Paver Blocks) using black trap good Smt
quality aggragate of 20 mm nominal size for
footpath,parking areas, service lanes and other areas
as mentioned in the drawing / instruction of engineer in
charge. Cost includes formworks using rubber mould,
Rate providing and laying paver blocks as per required
grading and specification. The paver block shall be
mechanically compacted. The work of paving blocks
shall be executed in line and level by skill mason of
flooring work only. It should be laid in such a way that
the no cutting of the paver block to be necessary. if
cutting of paver block necessary then it should be cut by
machine only and carting. The finished surface of the
paver block shall have resonably good, plain finished.
Paver blocks shall be compacted and shall be relaid if
necessary. Gravel or such type of materials shall not be
allowed for production. Laying on 5 cms thick sand
Provoding and fixing flush door shutters, solid core
construction with frame of first class hard wood with
cross board and face veneer or ply wood face panels,
including anodised alluminium butt hinges with
necessary screws. (B) Non- decorative type and block
board core anodised alluminium butt hinges in flush 1,779.97
door shutters (2) 35 mm thick. Labour work for fixing
any kind of paving with cement pointing in CM 1:2,
including watering, ramming etc comp. as dir.For
I) Laying on Sand bedding as per requirement to fix the
C.C.Block / Nibhada Stone in Line & Level 68.64
Box type metal letters forming composite box made
from 1mm thick stainless steel plate of grade
209 having brush finish of following font size to be fixed at
Main Gate in english and or Gujrati and including fixing
charges approved before fixing by clent / consultant.
Providing and fixing false ceiling at all height including
providing and fixing of frame work made of special
sections, power pressed from M.S. sheets and
galvanized with zinc coating of 120 gms/sqm (both side
inclusive) as per IS : 277 and consisting of angle cleats
of size 25 mm wide x 1.6 mm thick with flanges of
mm and 37mm, at 1200 mm centre to centre, one
flange fixed to the ceiling with dash fastener 12.5 mm
dia x 50mm long with 6mm dia bolts, other flange of
cleat fixed to the angle hangers of 25x10x0.50 mm of
required length with nuts & bolts of required size and
other end of angle hanger fixed with intermediate G.I.
channels 45x15x0.9 mm running at the spacing of
210 1.00 mm centre to centre, to which the ceiling section 0.5 Smt
mm thick bottom wedge of 80 mm with tapered flanges
of 26 mm each having lips of 10.5 mm, at 450 mm
centre to centre, shall be fixed in a direction
perpendicular to G.I. intermediate channel with
connecting clips made out of 2.64 mm dia x 230 mm
long G.I. wire at every junction, including fixing
perimeter channels 0.5 mm thick 27 mm high having
flanges of 20 mm and 30 mm long, the perimeter of
ceiling fixed to wall/partition with the help of rawl plugs
at 450 mm centre, with 25mm long dry wall screws @
230 mm interval, including fixing of gypsum board to
ceiling section and perimeter channel with the help of
dry wall screws of size 3.5 x 25 mm at 230 mm c/c,
including jointing and finishing to a flush finish of
tapered and square edges of the board with recomme-
nded jointing compound , jointing tapes , finishing with
jointing compound in 3 layers covering upto 150 mm on
both sides of joint and two coats of primer suitable for
board, all as per manufacturer’s specification and also
including the cost of making openings for light fittings,
grills, diffusers, cutouts made with frame of perimeter
channels suitably fixed, all complete as per drawings,
specification and direction of the Engineer in Charge but
excluding the cost of painting.
Providing and fixing wall acoustical paneling using
ecotone Slato/ Anutone slato or equivalent Acoustic
Panel make Slats L-16 of size 128mmx2430mmx16mm
thick up to 2400mm high as per the following
specification :-Slats L-16- 2mm @16mm, 32 x 128 x
2430 mm high grade Pine wood base Medium Density
Fiber acoustic boards with Tongue & Groove
Edge,2mm slot perforation @ 16mm centre, slates
perforations, The acoustic should be furnished with a
Black absorbent felt backing with an airflow resistance
211 1.00 of 330- 460 Ns/m³ (DIN 53887),wood practical Sq.mt.
core,NRC : should be Up to 0.75,should meet the safety
requirements of EN 14190. Fixing :- Sound Strut CC18
screw fixed horizontal/vertical to wall at every 600mm
c/c. Metal cleat can be fixed on top edges of Sound
Strut CS55 fixed directly by stamping to the CS55 and
IC91 which is screw fixed directly to the wall where ever
required with a backing black color fabric as approved
by Architect and as specified including all accessories,
material & labor complete as directed by Architect /
Providing & Fixing SPEED BUMP - #2 No (1 black,
yellow) 350 x 500 x 50 mm, Size per color End Cape
350 MM x 175 MM x 50 MM TOP DESIGN - Lining Top
flat ANTI SKID PATTERN FOR GRIP COLOUR :-
YELLOW & BLACK BODY MATERIAL :- MODIFIED
212 1.00 THERMOPLASTICS (Polymer Rubberized ) • ECO Rmt.
FRIENDLY RECYCLE RUBBER Packing :- 4 pcs/
woven Bag Load Capacity :- 20 MT Fitting ( Fixing on
TRAKE) :-4 holes & END CAPE :- 2 HOLE HEX Bolts
with Washer Epoxy for Bolt Fitting etc. complete as
directed by EIC .
Providing & Fixing in position 24 MM exposed grid
suspension system with “P “ Grid profile false ceiling
system using 600 MM X 600 MM ecotone/anutone or
equivalent make Glass Fiber Ceiling Tiles having
tegular edges & 0.90 NRC value and approved surface
design (with NRC of 0.90) and edge profile Tegular
placed in a suspended grid of size 600 MM X 600 MM
made from hot dipped GI Steel sections, rotary stitched,
main tee of size 24 X 42 X 3000 MM X 0.40 MM
213 1.00 thickness suspended at every 600 MM c/c along length Sq.mt.
of ceiling with 4 MM dia, Pre-straightened G.I.Wire with
necessary level adjusters & intermediate cross tees of
size 24 X 38 X 600 MM X 0.40 MM thickness shall be
inserted in to slots between the main tees at 600 MM
centers in direction vertical to the main tees, where in
the main tees are resting on the periphery on wall
angles of size 24 MM X 24 MM X 3000 MM X 0.40 MM
thickness including providing necessary openings for
light fixtures, diffusers etc.
Providing and fixing of Roller blind curtain/blackout. The
fabric shall be woven from formulated platisol extruded 2,610.00
over a polyaster yarn.The fabric shouldl be weaved to
provide subtle view of the side of the blind and should
offer elimination of glare and sunlight radiance upto a
minimum of 80%.The fabric shall be flame retardant.
Providing and applying Texture Paint (Rustic Finish) on
external plastered surfaces, pattern as per sample
approved by the Architect. including preparing surface,
using roller to get approved texturised surface. Job to
include making required surface preparation, to receive
Texture paint finish etc. All complete as per detail 425.00
drawing, as specified and as directed by Architect /
Consultant / Project - In - Charge. The rates shall be
inclusive of Scaffolding, all material, labour etc.
complete. as directed by EIC.
Providing and fixing PVC/Gpsysum plain colour false
ceiling with grid type with aluminium frame from
gypsteel, fastners ,props, Finishing as per
architectural drawing allowing openings for
A.C. Diffusers, Light/Electrical Points etc – 766.00
complete, Prior to fixing on frame.(Brand :
Anutone or equivalent ) (N.S.) or as directd by
engineer In Charge.
Provdg. & laying S.W. Gully trap with brick masonry
chamber & water tight G.T.Stone including fixing of
covervSquare mouth trap 100 mm x100 mm size P- 1,279.40
Providing cement vata (10cmx10cmsize) quarter
218 500.00 roundin cement mortar 1:1 including neat cement Rmt.
finishing, waterin getc. complete.
Providing and laying (to level or slopes) and jointing
with stiff mixture of Cement Mortar in proportion 1:1 Salt
glazed stoneware pipes including testing of pipes and 211.05
joints complete.(A) 100mm dia.
Providing and laying (to level or slopes) and jointing
with stiff mixture of Cement Mortar in proportion 1:1 Salt
glazed stoneware pipes including testing of pipes and 288.23
joints complete.(B) 150mm dia.
Constructing brick masonry chamber for underground
C.I. Inspection chamber and bends with bricks having
crushing strength not less than 35Kg/Cm2 in C.M. 1:5
C.I. cover with frame (Light duty) 455mm x 610mm
intenal dimensions total weight of cover with frame to be
not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of
221 2.00 frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- Each
cement :2- coarse sand :4-graded stone aggregate
20mm size) foundation concrete 1:5:10 inside plaster
15mm thick with cement mortar 1:3 finished smooth
with a floating coat of neat cement on walls and bed
concrete etc. complete.(i) Inside dimensions 455mmx
610mm and 450mm deep for single pipe line.
Constructing brick masonry chamber for underground
C.I. Inspection chamber and bends with bricks having
crushing strength not less than 35Kg/Cm2 in C.M. 1:5
C.I. cover with frame (Light duty) 455mm x 610mm
intenal dimensions total weight of cover with frame to be
not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of
frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-
cement :2- coarse sand :4-graded stone aggregate 3,624.51
20mm size) foundation concrete 1:5:10 inside plaster
15mm thick with cement mortar 1:3 finished smooth
with a floating coat of neat cement on walls and bed
concrete etc. complete.(i)Inside dimensions 500mm x
700 mm and 450mm deep for pipe line
with one or two inlets.
Constructing brick masonry chamber for underground
C.I. Inspection chamber and bends with bricks having
crushing strength not less than
35Kg/ Cm2 in C.M. 1:5 C.I. cover with frame (Light duty)
455mm x 610mm intenal dimensions total weight of
cover with frame to be not less than
38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )
222A 1.00 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse Each
sand :4-graded stone aggregate 20mm size)
foundation concrete 1:5:10 inside plaster 15mm thick
with cement mortar 1:3 finished smooth with a floating
coat of neat cement on walls and bed
concrete etc. complete.(iii) Inside dimensions 600mm x
850 mm and 450mm deep for pipe lines with three or
Providing, supplying and fixing precast C.C. blocks (M-
20) edge kerb having size of 75 x 300 x 300 mm depth
223 1.00 and as per design conveying it to the site, jointing into Rmt.
C:M 1:3 and racking out the joints incl. necessary
excavation of asphalt, soil etc..completed.
Constructing a cooking Sandwich platform 60 cm. width
and 70 cm high resting on B.B.Masonry walls
23 cm.thick in C.M.(1:6) with (ii) Fixing black Granitee
30mm thick laid on precast R.C.C. (1:2:4) slab with 933.98
plastering on exposed faces of wall in C.M. (1:4) etc
Constructing a cooking platform 60 cm. width and
cm high resting on B.B.Masonry walls 23 cm.thick in
224b 1.00 C.M.(1:6) with (ii) Fixing black kadappa stone 30mm Rmt
thick laid on precast R.C.C. (1:2:4)slab with plastering
on exposed faces of wall in C.M. (1:4) etc complete.
Providing and fixing hard drawn steel wire fabric 75mm
x 25mm mesh or weight not less than 7.75 kg. per
Sq.M. to window frames etc. including60 x 20mm 754.65
beading of teak wood.
Providing & fixing 15 cm wide chicken mesh jali with
226 500.00 nails & then application of 15 mm plaster on R.C.C.& Rmt.
masonary joints as per dir.of engg.in charge
Providing and laying cement concrete flooring 1:2:4 (1-
cement : 2-coarse sand : 4-graded stone aggregate
20mm nominal size) laid in one layer and finished with a 348.08
floating coat of neat cement. (A) 50mm thick.
Providing and constructing, Underground (U/G) water
tank of specified capacity, on specified location, for all
depths, in controlled CC of M-200 grade with bottom
slab, top slab and RCC walls, including cost of form
work and reinforcement,with inside and outside plaster
228 1.00 in CM 1 :3 and water proofing treatment as per IWP Litre
specification,including injection, grouting, etc. complete.
The rate includes for providing and fixing two nos. 0.6m.
x 0.6 m. size medium duty CI manhole cover/s at top,
including wash out pipe line and inlet and outlet
connections etc. complete.
Providing & Fixing of Armstrong Mineral Fibre
Acoustical Suspended Ceiling System with Dune
(Bevelled Tegular) Edge Tiles With Armstrong 15mm
Exposed GRID. The tiles should have Humidity
Resistance (RH) of 99%, NRC 0.5, Light Reflectance
229 1.00 ≥85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Smt
Colour White, Fire Performance UK Class 0 / Class
(BS 476 pt - 6 &7) in module size of 600 x 600 x 15mm
suitable for Green Building application, with Recycled
content of 32%. The tile shall be laid on Armstrong
Silhouette profile grid system with 15mm white flanges
incorporating a 6mm central reveal in white/black colour
and with a web height of 45mm and a load carrying
capacity of minimum 15.68 Kgs/M2 & minimum pull out
strength of 100 Kgs.. Silhouette, Main Runners & Cross
Tees to have mitred ends & “birdsmouth” notches to
provide mitred cruciform junctions. The T Sections have
a Galvanizing of 90 grams per M2 and need to be
installed with Suspension system of Armstrong make.
Warranty Certificate and Test Reports for NRC, CAC
and Fire rating shall be provided by Vendor.
Mineral Fibre Acoustic Modular Ceiling Tile should be
GREENPRO certified and qualifies as GREEN
PRODUCT certified by CII Green Products and
Services Council.INSTALLATION: To comprise main
runner spaced at 1200mm centres securely fixed to the
structural soffit using Armstrong suspension system
(specifications below) at 1200mm maximum centre.
The First/Last Armstrong suspension system at the end
of each main runner should not be greater than 450mm
from the adjacent wall. Flush fitting 1200mm long cross
tees to be interlocked between main runners at 600mm
centre to form 1200 x 600 mm module. Cut cross tees
longer than 600mm require independent support. 600 x
600mm module to be formed by fitting 600mm long
flush fitting cross tees centrally between the 1200 mm
cross tees.Perimeter trim to be Armstrong wall angles of
size 3000x19x19mm, secured to walls at 450 mm
maximum centres. Installation should be carried out as
per Armstrong recommended procedure.ARMSTRONG
SUSPENSION SYSTEM accessories manufactured and
supplied by Armstrong World Industries consisting of
M6 Anchor Fasteners with Vertical Hangers made of
Galvanised steel of size 26 x 26 x 25 x 1.2mm with a
Galvanised Thickness of 80gsm, A pre Straightened
Hanger wire of dia – 2.5 mm of 1.8 m length., thickness
of 80gsm and a tensile strength of 344-413 MPa, along
with Adjustable hook clips of 0.8mm thick, galvanised
spring steel for 2.68 mm with a minimum pull strength of
110 kg. The adjustable clip also consists of a 3.5 mm
aquiline wire to be used with the main runner.
Providing and fixing PVC Printed pain colour false
ceiling with grid type with alluminium frame consisting of
600mm x 600mm 3mm thick plain PVC sheet used as
panel insert in a frame work made using anodized
alluminium T section of size 1 x 1 (235 x 25mm,
gauge or 1 mm thick) in square pattern of grid sizes of
x 2 (600 x 600mm) The alluminium frame work is
supported from the cceiling with the help of G.I. hook 766.00
and G.I. wire/6mm M.S. rods of required sizes to
maintain proper level etc. The aluminium frame work is
supported on side wall with the use of alluminium L
section of size 1 x1 (25 x 25mm) angles etc. complete
as per direction of Engineer in charge. Manufactures
specification and drawing.
Providing and supplying of labour for necessary manual
excavation, cleaning, Shifting of Material Or any other,
or for any other work as directed by Engineer In charge. 551.00
The Rate includes Handcart with Mazdoor
Fitter/Plumber/Mason
WELDER/ Gas cutter at Day /night
Supplting of welding machine / gas cutter including cost
D 2.00 of welding rods/gas, Transportation, including carting No
from site to work place.
Mazdoor at Day Male/Female
Conveyance charges of (A) limemurrumbuilding
rubbish earth manure or
sludge & execavated rock andrubbish [Limemurrum 326.73
building rubbish
Supplying electric breaker machine for RCC slab or
asphalt demolishing work on site by using operator,
fuel, power supply etc.complete as directed. (no
233 1.00 payment should be allowed for non working condition of Shift
machinery and for pipe line excavation and M.H. work.
Allowed only for break down work) (Based on
Previously approved rate by CE sir )
CatchPit Jali Fixing P/F FRC catch pit jali with frame
234 1.00 600mm x 600mm clear opening etc. comp. As directed No.
by engineer in charge. (Based on Central Store Rate)
Providing and fixing concealed center point to wall
ceiling & floor CPVC (SDR 13.5) PIPE having National
Sanitation Foundation (NSF) seal for potable water of
following dia. nominal bore tube fittings and clamps
including making good the wall, ceiling and floor etc.
Providing and fixing cast iron steps of size 500mm x
236 8.00 150mm x 22.5mm and painting with two coats of Anti- Each
corrosive paint etc. complete.
Supplying and fixing C.I. cover 300mm x 300mm
237 10.00 without frame for Gulley trap (Standard pattern) te Each
weight of cover to be not less 4.53 Kg.)
Providing and fixing to wall ceiling and floor
10.0Kg.F/Cm2 working pressure polythene pipes of
the following out side Dia. Low densidy,
complete with special falnge compression type
fittings, wall clips etc. including making good the
wall ceiling and floor.
Providing and fixing sheet glass, selected quality (Type-
C) bedded in putty and fixed with
239 1.00 wooden beading including the cost of wooden beadings Smt
of first class teakwood and necessary cutting of glass.
(2) 6 mm thick.
Providing and fixing rough cast wired glass, 6mm thick
bedded in putty and fixed with
240 1.00 wooden beading including the cost of wooden beadings Smt
of Indian teak wood and necessary cutting of glass. (C)
Wired - figured glass
241 1.00 Providing and fixing five courses water profing Smt
treatment with bitumen felt consisting of second and 466.84
fourth course of blown / bitumen or/ and residual
bitumen applied hot at 1.2 kg.per Sq.M.of area for each
course and first course with fibre base bitunen saturated
under lay type land third course
with fibre base self finished felt type 2 grade 1 and
fifth and final course of stone grit 6mm and down
size or pea sizes gravel spread at 0.008 Cu. Metre / Sq.
including preparation of surface excluding grading
Providing and fixing three courses water profing
treatment of Astral Make Company. with an first layer of
first course with fibre base, Second Course of Water
Proofing chemical coat, and Third Coat of Fibre Coat
242 1.00 with fibre base self finished felt type 2 grade 1 and final Smt
course of Burshing with chemical Treatment with a
thickness of 1 to 2 mm thickness, including preparation
of surface , The Said work should be provided for a
perfomance bond of 5 Years for warranty purpose.
Constructing Manhole with R.C.C. top slab in 1:2:4 mix
(1-cement :2-coarse sand : 4-graded stone aggregate
20mm nominal size) foundation concrete1:3:6 mix (1-
cement : 3- coarse sand :6-Brick bats 40 + 50mm size)
inside plastering 15mm thick with Cement Mortar 1:3 (1-
Cement : 3-coarse sand) finished with a floating coat of
neat cement and making channels in cement concrete
1:2:4 mix (1- Cement :2-Coarse sand :4-stone
aggregate 20mm nominal size) finished smooth
243 1.00 complete including curing and festing (i) Inside size Each
and 1.5M. deep including C.I. cover with frame size
560mm diameter total weight of cover and frame to be
not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of
frame 64 Kg.)(A) With 230mm thick walls of brick
msonry using brick having crushing strength not less
than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement:
5-Coarse sand) (1) A type depth 0.90 Metre for 150mm
diameter sewer.
Providing and fixing of wall paper at Wall/Ceiling/ or at
other places, as required. ( Basic Rate of Wall paper
244 1.00 must be (100-120) Rs. Per Sq.Ft. The Rate includes of Sq.Ft
necessary material, with fixing and transporation with
necessary solution.
Providing and fixing of Shower of jaquar make for Serial
245 1.00 No. 0797N ALD ( High Flow C/Body-Jaquar, Primary No's
Providing and fixing of Metro Pole of 40 mm dia of
Jaquar Make of series FLV-1093 N ( Serial No. 10935 ) 4,062.00
Providing and fixing of chair bracket for Support of W.C.
of Primary batch Series-7324 of Jaquar make 2,225.00
Providing and fixing of upper part of W/C of jaquar
series of 8481 2,378.00
Providing and fixing of 2 in 1 Bib cock of jaquar Series
249 1.00 of KUP-35041 (8481) as per Instructions of engineer in No's
Providing and fixing of Pillar cock of jaquar make series
250 1.00 EXTND 190 MM as per instructions of engineer in No's
Providing and fixing of Angle cock of jaquar make series
Providing and fixing of shower of size 8x8m including
252 1.00 shower arm, flange, floor trape, including all material No's
with fixing as per Instructions of engineer in charge.
Supplying and fixing of Roller blind curtain In Patterned
Fabric of Different Textures corded in roller blinds with
stiching fittings and of stichles pattern. The Price Rate
Includes necessary Making with fixing of roller blind with 6,670.00
roller mechanism as instruction and selection of design
as per engineer in charge.
Supplying and fixing of Sheer Curtains of Different Size,
In Patterned Fabric of White Colour Textures stiching
254 1.00 fittings and of stichless pattern. The Price Rate Includes Smt
necessary Making with fixing of Sheer Curtain with top
channels of fixing as instruction of engineer in charge.
Supplying and providing of Green Curtain for prevention
of Sunlight. The Price Rate Includes blackout curtains
with dense or fabirc or foam interlining material. The
Price Rate also Includes necessary fixing with roller tie 1,162.00
ropes at site at any height as per instruction of engineer
Supply & fixing factory finished cold formed Light guage
steel frame sections confirming to SP:6 (5) 1980 at site
or work including riveted, bolted or welded in builtup for
all type of sections ,in framed work, cutting, hoisting,
fixing in position and 113.31
applying primer coat of approved steel primer etc.
complete as per structural designs & directions of
Engineer-in-charge.
Providing valleys 900mm overall in plain 1.6mm thick
G.I. sheet fixed with G.I. J or L Hooks, Bolts and nuts
glavanised iron J or L Hooks Bolts and nuts 8mm dia 1,042.78
G.I. Limpet and bitumen washers complete.
Providing laying (to level or slopes) and jointing
reinforced concrete Light duty non-pressure pipes I.S.
259 1.00 class NP2 of the following internal diameter with collars Rmt
and butt ends prepared for collar joints including testing
of joints complete.(D) 300mm
Constructing Manhole with R.C.C. top slab in 1:2:4 mix
(1-cement :2-coarse sand : 4-graded stone aggregate
20mm nominal size) foundation concrete 1:3:6 mix (1-
cement : 3- coarse sand :6-Brick bats 40 + 50mm size)
inside plastering 15mm thick with Cement Mortar 1:3 (1-
Cement : 3-coarse sand) finished with a floating coat of
neat cement and making channels in cement concrete
1:2:4 mix (1- Cement :2-Coarse sand :4-stone
aggregate 20mm nominal size) finished smooth
complete including curing and festing (i) Inside size 19,139.07
900mm x 1200mm and 1.5M. deep including C.I. cover
with frame size 560mm diameter total weight of cover
and frame to be not less than 128 kgs. (Wt. of cover
Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls
of brick msonry using brick having crushing strength not
less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-
Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for
150mm diameter sewer.
Providing laying (to level or slopes) and jointing
reinforced concrete Light duty non-pressure pipes I.S.
261 1.00 class NP2 of the following internal diameter with Rmt
collars and butt ends prepared for collar joints including
testing of joints complete.(D) 300mm
Providing, laying, spreading and compacting graded
stone aggregate to wet mix macadam
specification including premixing the Material with
262 25.00 water at OMC in mechanical mix plant carriage of Cmt
mixed Material by tipper to site, laying in uniform
layers in sub‐ base / base course on well
prepared surface and compacting with vibratory
roller to achieve the desired density as per Codal
The Rates are Exclusive of G.S.T. Prevaling G.S.T Will be paid Seperatly.
Contractor’s Quoted Rate: -
Net Quoted Tender Amount Rs.
Seal and Signature of the Bidder Addl.City Engineer ( West Zone )
As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank guarantee of said
work must be of Ahmedabad city branch, which mentioned as bellow.
(A) Guarantee issued by following bankswill be accepted as SD/EMD on permanentbasis.
(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.
(2) Private Sector Banks authorized by RBI to undertake State Government
Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)
(B) Guarantees issued by following Banks will be accepted as SD/EMD for the period up to
(1) Commercial Banks :
(1) Kotak Mahindra Bank
(2) RBL Bank (The Ratnakar Bank Ltd.)
(3) IndusInd Bank.
(4) Karur Vysya Bank.
(6) FEDERAL Bank.
(7) SOUTH INDIAN Bank.
(2) Co-Operative Banks of Gujarat
(1) The Kalupur Commercial Co-Operative Bank Ltd.
(2) Rajkot Nagarik Sahakari Bank Ltd.
(3) The Mehsana Urban Co-Operative Bank Ltd.
(4) Nutan Nagarik Sahakari Bank Ltd.
(5) Saurashtra Gramin Bank.
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
DETAILS OF BANK ACCOUT
1 Contractor's name
3 Telephone/ mobile no
4 Permanent account no. (PAN no.)
5 Name of the bank
6 Branch name and address
11 Contractor/ supplier's
signature and stamp
SPECIAL CONDITION OF CONTRACT
1.0 The Contractor shall have to maintain all required registers for quality control, material
management and progress of the work as per the AMC's prevailing circulars and as directed by
engineer- in-charge on daily basis.
1.1 Contractor has to manage proper storage of all the materials.
1.2 Contractor has to use good shuttering material for the project.
1.3 Contractor has to take all risk policy & workman compensation policies of the project & should
be effective up to handing over the possession. Incase of any Incident i.e. fatal accident that
occurs at site, complete responsibility will be of the Contractor.
1.4 Contractor is responsible for all liasioning for seeking all the permission required during the
1.5 Municipal Commissioner reserves the rights to reduce / increase the scope of work up to any
extent without assigning reason thereof and the contractor has to execute the BOQ items at his
1.6 All rates quoted by the contractor to be inclusive of all applicable taxes (GST).
1.7 The Contractor shall make his own arrangements for the engagement of all staff and labour,
local or other, and for their payment, housing, feeding, transport and other facilities according
to prevailing labour laws.
1.8 AMC may at its discretion no coplains/no work for a period, single or multiple works at any
given time. once the work is given by SMS, Phonecalls, Whatsapp, Letter; the contractor has
to attend the work within 24 hours. Failure of the same shall invite penalty of 10,000/- per
occurance. Repeated failure of more than 3 times, the contractor shall be blacklisted. No
further claim shall be entertained and the work shall be carried out of current market rate
and supervision charges of 27% at the risk and cost of contractor after the due date of
Seal and Signature of the Bidder Additional City Engineer
Date: Ahmadabad Municipal Corporation
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL CONDITION
1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central
2. Contractor shall register the work to labour commissioner as per labour act.
3. Contractor shall not sub-let the work without permission of the authority
4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at
different sites simultaneously. Contractor's having labour force available during festivals shall
only apply. Contractor can not stop the work due to on availably of labour force. In case
progress is delayed, contractor shall be penalized 0.1% of Tender amount per day for work
done after time limit, maximum up to 10% for remaining work.
5. Bitumen rate difference will be paid as per tender conditions, if applicable.
6. Advance payment / machinery advance will not be paid.
7. Payment of running bill will be made as per recent A.M.C. policy in force.
8. No extra payment will be made due to increase of central / state Govt. Taxes.
9. If the work is not completed within time limit the penalty will be recovered from immediate
bills of contractors.
10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then
contractor shall not claim for any extra rate for non execution of such item, partly/fully.
11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as
directed"/approved" by the Engineer-in-charge.
12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to
mean as a reference to the latest edition of the same in force on the date of agreement.
13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of
specific mention of a particular point or aspect, the provisions on these particular points, or
aspects in the relevant Indian Standards shall be referred to.
14. All measurements and computations, unless otherwise specified, shall be carried out nearest to
the following limits:
(i) Length, width and depth (height)------- 0.01 Meter.
(ii) Areas -----0.01 Sq. Mt.
(iii) Cubic Contents ------0.01 Cu.Mt.
15. The distance, which constitutes lead, shall be determined along the shortest practical route and
not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard
shall be taken as final.
16. Where no lead is specified, it shall mean "all leads"
17. Lift shall be measured from plinth level.
18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,
specifications shall be deemed to be included there in.
19. Reference to specifications of materials as made in the detailed specification of the items of
work is in the form of a designation containing the number of the specification of the material
and prefix 'M' e.g. 'M-5'.
20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve
the contractor from the responsibility of replacing defective material brought on site or
materials used in the work found defective at a later date.
21. The contract rate of the item of work shall be for the work completed in all respects.
22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
23. Collection of approved materials shall be done at site of work in a systematic manner.
Materials shall be stone at site of work in a systematic manner. Materials shall be stored in
such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-
ensure the preservation of their quality and fitness for the work.
24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from
the site of work within 24 hours.
25. No materials shall be stored prior to, during and after execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
26. All works shall be carried out in workmanlike manners per the best techniques for the
particular item.
27. All tools, templates, machinery and equipment for correct execution of the work as well as for
checking lines, levels, alignment of the works during execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
28. The mode, procedure and manner of execution shall be such that it does not cause damage or
over loading of the various components of the structure during execution or after completion
of the structure.
29. All necessary safety measures and precaution (including those laid down in the various relevant
Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the
works as also of the work itself.
30. The testing charges of all materials shall be borne by the Contractor unless recovery at one
percent towards testing charges is separately made.
INSTRUCTION TO TENDERERS
TENDER VALIDITY PERIOD:
The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar
days (120) from opening of price bids.
SECURITY DEPOSIT
Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall
furnish to the Corporation Security Deposit of 5% (five percent) of the contract price cheque or
Bank Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.
CONTRACTOR'S SIGNATURE & STAMP ADDL.CITY ENGINEER
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 Monthafter the order to start the works. Progress of work
should be in proportion to time limit.
The contractor shall be remain responsible for Workmen’s compensation if any accident. The
contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the
traffic. He shall be responsible for any damage to public. If any incident happen, during the
execution of work. In case of dispute for unseen or overlooked items the decision of the Dy. City
Engineer shall be final. The contractor shall have to give site clean of all rubbish during the work
and at the time of completion of work and hand over the site with final finishing of the work as
directed. All the rejected materials shall be removed from site within 24 hours by contractor at this
risk and cost. Debris shall have to cart daily from site.
If any extra item crops up during the progress of work the same shall be carried out by the
contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest
SOR or if item is not available in SOR than based on current market rates. In case of extra item
decision of Add. City Engg. shall remain final regarding rate.
If in the interest of the Corporation it is necessary to change either any site or the design of the
propose work the contractor shall carry out the same at his quoted rates without charges any extra
and the contractor will have to carry out the works and he will be paid at the rate quoted by him.
No claim for extra rate for subsequent changes in site and design is entertained.
Octroi exemption passes shall not be given for any materials required for the work. Contractor will
be fully responsible for compliance of the various provisions under contract Act. 1970 and the
Rules framed the to under.
The tender for the work shall remain open for a period (120) days from the date of opening of the
tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer
on his own during the period. If any tenderer withdraw or makes any modifications or addition in
the terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal
Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said
earnest money and black list the contractor.
If the work is not carried out within the specified time limit. from the date of order to start the
work the penalty of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate
bills payable to the contractor. Contractor has to make his own arrangement for procurement of
steel and cement.
Contractors should note the following conditions carefully:-
i) Conditional tender shall not be accepted.
ii) All tenders are to be submitted in duplicate without which the tenders are liable to be
iii) In case of tender downloaded from website, tender fee & EMD should be submitted in
form of demand draft or in cash.
iv) Condition of Form - B1 Standard Specification of material & code of practice will be
applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept.
- Govt. of Gujarat booklets of Building Works & and Road Works Specifications published
by Gujarat Book Depot, Sector-21. Gandhinagar.
CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER
& STAMP (West Zone)
AHMEDABAD MUNICIPAL CORPORATION
Invitation for Bid (IFB)
1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites
sealed Tender document from reputed and qualified bidders for the construction of Works
detailed in the Table below:-
Sr. Name of Works Approximate Earnest Completion
No. value of works (Rs.) Period
1 Construction of new compound wall Rs. 59,99,993.19 Rs.59,999.00 12 Months
of garden in Usmanpura village,
upgradation of compound wall and
toilet repair in Senior Citizen Garden
Bhimjipura, toilet repair in Vande
Mataram Garden, Necessary repair
work in Keshavnagar Community Hall
and necessary repair work in other
municipal buildings in Sardar Patel
Stadium ward of West Zone (ARC)
2. Interested bidders shall download the tender documents from AMC’s website
www. amcnprocure.com/ www.nprocure.com.
3. Tender (a complete set of bidding document) fee shall be Rs. 2400.00 in the form of Demand
Draft / Pay Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER,
Ahmedabad, payable at Ahmedabad, which shall be non refundable.
4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works
in the above Table payable at Ahmedabad and drawn in favour of MUNICIPAL
COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be
specified in Clause 2 of Financial Condition.
5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr.
Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,
Ahmedabad-380013.
6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal
Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal
Corporation, W.Z. Office, Ahmedabad-380013. in the presence of bidders or their
representatives who choose to attend. In the event of the specified date of bid
submission/opening being declared a holiday for the Employer, the bids shall be received
/opened on the next working day at the same place and the same time.
TERMS & CONDITIONS
( A ) INSTRUCTIONS TO BIDDERS (ITB)
( B ) GENERAL TERMS & CONDITIONS
( C ) FINACIAL TERMS & CONDITIONS
( D ) MAIN CONDITION / FETURES OF THE WORK
AHMEDABAD MUNICIPAL CORPORATION
TERMS & CONDITION
( A ) INSTRUCTIONS TO BIDDERS (ITB)
1. Procedure for Submission of Tender
a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender
fee & EMD (Draft /DD) and all other enclosures as asked in tender.
b).The bidder shall submit the following Tender documents physically in hard copy in two separate
envelope (marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/
Speed Post/ Hand Delivery in duplicate. The Bid envelopes shall be marked as follows:-
Tender Document
Registration certificate of class
c).The envelope shall be addressed to the Employer at the following address:
Asst. Manager (Admin) West Zone,
2nd Floor,Dr. Ramanbhai Patel Bhavan,
Usmanpura, Ahmedabad Municipal Corporation,
W.Z. Office, Ahmedabad-380013
d).Bear the following identification:
“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”
e). Indicate the name and address of the bidder.
If the outer envelope is not sealed and marked as above, the Employer will assume no
responsibility for the misplacement or premature opening of the bid.
f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the
g) All The Bid Document Essentially Needs to be Properly binded/steppled
2. Assessment of Submission
2.1 The Employer will open the technical bid of physically submitted document of all the bids received
for the package (except those received late) containing the sealed Tender volume and other
enclosures then announce the names of bidders in the presence of bidders or their representatives
who choose to attend on the date and time mentioned in the NIT In the event of specified date of
bid opening being declared as a holiday for the Employer, the Tender will be opened at the
appointed time and location on the next working day.
2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer
at the opening will announce bidder’s names, , the presence/or absence of EMD, the amount and
validity of EMD furnished with each bid, is valid registration and such other details, as the Employer
may consider appropriate.
2.3 The Employer will determine whether the bid is accompanied by the required EMD.
2.4 If the EMD furnished does not conform to the amount and validity period as specified in the
Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the Employer
as non-responsive and the Tender volume will be returned to the bidder.
2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with
valid EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the
bid shall be rejected as non-responsive and no further evaluation carried out.
2.6 The tender volume will further be examined to determine whether the bid has been properly
signed, meets the eligibility and qualification criteria, has the required available bid capacity, is
accompanied by the requisite certificates, undertaking and other relevant information specified in
the bid documents and is substantially responsive to the requirement of the bidding documents
and provides any clarification for ascertaining the correctness of the information/details.
2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not
subsequently be made responsive by correction or modification or withdrawal of the
nonconforming deviation or reservation.
3. Evaluation and Comparison of Tender volume
The Employer will evaluate and compare only those Tender volumes which are determined to be
substantially responsive in accordance with Clause 2 and qualified for award of Contract in
accordance with Clause 5 (General Terms and Condition).
4. Procedure for Tender Opening
Received copies of tender in physical form with in schedule time, will be open on schedule date and
time. In the event of specified date of bid opening being declared bidders who qualify the criteria
then bidder bid will be considered for opening of price bid.
5.1 The Employer will award the Contract to the bidder whose bid has been determined to be
substantially responsive to the bidding documents and who has offered the lowest Evaluated Bid
Price, provided that such bidder has been determined to be (i) eligible in accordance with the
provisions of Clause 3(General Terms and Condition); and (ii) qualified in accordance with the
provisions of Clause 5(General Terms and Condition).
6. Notification of Award
6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify
the successful bidder by cable/fax and confirmed by registered letter that his bid has been
accepted. This letter shall name the sum which the Employer will pay the Contractor in
consideration of the execution, completion and maintenance of the Works by the Contractor as
prescribed by the Contract.
6.2 The notification of award will constitute the formation of the Contract.
7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving
letter of Indent. Time limit of work will commence from the date of issue of work order.
8. Clarification of Bids
8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his
discretion, ask any bidder for authentication the correctness of the information/details furnished
by him in his bid. Such request by the Employer and the response by bidder shall be in writing or by
8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid
from the time of bid opening to the time contract is awarded.
8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid
comparison or contract award decisions may result in the rejection of his bid.
9.1 Information relating to the examination, clarification, evaluation and comparison of bids and
recommendations for the award of a contract shall not be disclosed to bidders or any other
persons not officially concerned with such process until the award to the successful bidder has
been announced. Any effort by a bidder to influence the Employer's processing of bids or award
decisions may result in the rejection of his bid.
10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for
itself on its own responsibility all information that may be necessary for preparing the bid and
entering into a contract for construction of the Works. The costs of visiting the Site shall be at the
bidder’s own expense.
10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter
its premises and lands for the purpose of such inspection, but only upon the express condition
that the bidder, its personnel and agents, will release and indemnify the Employer and its
personnel and agents from and against all liability in respect thereof and will be responsible for
death or personal injury, loss of or damage to property and any other loss, damage, costs and
expenses incurred as a result of the inspection.
11.0 Cheklist for submition of Technical Bid.
11.2 valid Registration Copy.
11.3 Valid E.M.D
AHMEDABAD MUNICIPAL CORPORATION
TERMS & CONDITION
( C ) FINACIAL CONDITION
1. Cost and Currencies of Bidding
The bidder shall bear all costs associated with the preparation and submission of his bid and the
Employer will in no case be responsible or liable for those costs.
Currencies of Bid and Payment
The rates and the prices shall be quoted by the bidder entirely in Indian Rupees
All payments including advances, if any, shall be made in Indian Rupees.
2. Earnest Money Deposit :-
2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be
valid for 28 days beyond the validity of the bid.
2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly
as Early as possible as but not later than 28 days after the expiration of the period of bid validity.
2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned
when the bidder has furnished the required performance security and signed the agreement.
2.4 Earnest Money Deposit may be forfeited
a) if the bidder withdraws his bid during the period of bid validity;
b) in the case of a successful bidder, if the bidder fails within the specified time limit to
i) Furnish the required Performance Security or
ii) Sign the Agreement.
3. (A) Security Deposit :-
Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful
bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E.
Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%
(five percent) of the Contract Price .
Failure of the same shall make the contractor liable for any penalty as decided by AMC. At
present a policy is framed by Audit department of AMC to charge 4% interest for the balance
period and discontinuity period.
The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as
per format shall be issued as per Memorendum of work.
(E) Retention :-
a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released
along with release of payment of Final Bill.
4. Approved Bank: - As per Annexer -I
5. No advance for machinery or materials will be given.
6. Mobilization advance will not be given.
7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the
8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. &
As per AMC Rule
9. Tax, Duties on Materials
All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding
GST) etc. on material procurement or any other component for the works from any source shall be
borne by the contractors.
Special Clause:
As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall
be deducted against works welfare cess.
Seal and Signature of the Bidder Addl. City Engineer
Date: (West Zone)
General terms & conditions
1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any
other state Govt. or institutions. Copy of registration should be attached with tender document.
Tenderer who was not registred in AMC must be get registred in panel of approved AMC contractor.
2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources Department
with the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2
liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.
3. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by the
Engineering in charge.
4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to mean as
reference to the latest edition of the same of force on the date of agreement.
5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific
mention for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.
6. All measurement and computations, unless otherwise specified shall be carried out nearest to
the following limits :-
i) Length, width and depth, Height 0.01 Meter
ii) Areas 0.01 Sq.mts.
iii) Cubic contents 0.01 Cu. mts.
In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall be
7. Definite particulars covered in the items of work, though not mentioned or elucidate in its
specifications shall be deemed to be included therein.
8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall
not absolve the contractor from the responsibility of replacing defective materials brought on site or
materials used in the work found defective at a later date. The contractor shall have no claim to any
payment or compensation whatsoever on account of any such materials being rejected by the Engineer
9. The contractor’s rate for the item of work shall be for the work completed in all respect.
10. All materials including those of electrical shall be got approved by the Engineer in charge/ Architect
before using them in the work.
11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be removed from
the site of work within 24 hours.
12. All work shall be carried out in a manner as per standard engineering practice.
13. All tools, templates, machinery and equipment for correct execution of the work as well as for checking
lines, levels, alignment of the works & all precautionary measures during execution shall have to be
kept in sufficient numbers and in good working condition at the site of the work. All excavated trench
shall be kept covered with barricade and caution tap.
14. Special modes of the construction not adopted in general Engineering practice, if proposed to be
adopted by the contractor shall be considered only if the contractor provided satisfactory evidence that
such special mode of construction and completion of work to the required strength and quality.
Acceptance of the same by the Engineer in charge shall not however, absolve the contractor from the
responsibility of any adverse effect and concordance of adopting the same in the course of exaction or
completion of the work.
15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor
Mineral Act", and such other laws and rules prescribed by the Government from time to time.
16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian
Standard) shall be taken to engrave the safety of men, materials and machinery on the work and also of
the work itself.
17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of
actual work for which no any claim shall be entertained by A.M.C.
18. Contractor shall have to execute extra item if required or as per need of AMC.
19. The work in general shall be carried out as per standard specifications of the relevant items to be
executed & as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for
20. The general terms & conditions of the contract shall be applicable & shall be binding on the contractor.
The contract agreement shall have to be executed between AMC & the agency to which work is
awarded for execution.
21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned
tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order
shall be issue to contractor and the time limit shall be start from the date of issue of the written work
order to the contractor.
For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned
tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order
shall be issue to contractor and the time limit shall be start from the date of issue of the written work
order to the contractor.
Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand
draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to
sign contract paper with AMC. The contractor shall be fined 4% of interest per year for delay in
submission of S.D and shall be deducted from contractor’s bill.
22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or
His Designeted Officer will be final and binding to the Contractor.
23. The contractor shall take no advantage of any apparent error or omission in drawing or specification
and the Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the
intent of the plants and specifications.
24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.
25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will
be payable by the contractor.
26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.
27. Contractor is requested to see the site physically before tendering. He is also requested to quote the
rates keeping in view of all the points mentioned in relevant pages of tender documents.
28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the
construction of the works and provide a satisfactory supply of potable water for drinking, washing,
sanitation and cleaning down. The contractor will be responsible for all the costs where applicable of
connection, meter installation, water consumed, water required for testing purposes, disconnection
and the laying, maintenances and ultimate removal of any distribution system around the site.
29. Electricity: Electric supply will be made available at the site by the Contractor and the contractor must
make his own arrangements with the Corporation and Electricity Supply Authorities and with other
contractors to connect and to take a supply from such services, paying all costs in connection
The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose of
the work and shall pay such charges as is fixed by the appropriate supply Authorities.
In case there is any delay in supply of power site of any interruption or fault in the power during the
work. No compensation shall be paid for idle labor staff, machineries and for use of diesel operating
sets etc. as the case may be.
30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria
mentioned above along with the bid. They shall have also to submit the income tax clearance
certificate and solvency certificate.
31. No advance such as secured advance machinery advance, mobilization advance or materials advance
32. The contractor shall get the electrical works executed through the authorized Government approved
licensed electrical person or firm in appropriate category in accordance to contractual provisions.
33. The electrical works shall be carried out strictly in accordance with the directives issued by Engineer in
34. Contractors shall not have any dispute or claim for any kind of compensations
(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total
amount of work increases/ decreases.
(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.
35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the
36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will be
rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any
claim to that effect shall be entertained. The Municipal Commissioner also reserves the right to reject
any or all the tenders without assigning any reason thereof.
37. The contractors are requested to quote their rates considering above tender conditions.
38. The contractor shall have to execute the contract agreement after received work order.
Even though in special case, If work is not started because of monsoon or any other special
reason (like site is not available and due to unavoidable circumstances arise), after evaluation of
situation the actual date of starting of work will be consider after approval of Dy.M.C. (West zone)
39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of
40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done
by the contractor.
41. Conditional tenders will not be accepted.
Signature of contractor with seal Additional City Engineer (W.Z)
Date Ahmadabad Municipal Corporation
AHMEDABAD MUNICIPAL CORPORATION
ENGGNIERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 months after the order to start the works. Progress of work should
be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and
instructions of Add. City Engineer and his order will be considered final.
The contractor shall have to maintain account of steel, cement and other materials that may
be brought by him on site. This account shall be regularly maintained and kept open for inspection by
Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be
made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of
binding vibrator for R.C.C. works if required shall have to be made by the contractor.
The contractor shall be remain responsible for Workmen’s compensation if any accident. The
contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.
He shall be responsible for any damage to public. If any incident happen, during the execution of work.
In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final.
The contractor shall have to give site clean of all rubbish during the work and at the time of completion
of work and hand over the site with final finishing of the work as directed. All the rejected materials
shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart
daily from site.
For mixing mortar either for masonry or for plaster or for any other purpose contractor
shall have to prepare through of bigger size and mix the mortar in the required proportion. In
on case he shall be allowed to mix the mortar either on floor or any finished surfaces. The
contractor shall have to make his own arrangement for water required for the work.
If any extra item crops up during the progress of work the same shall be carried out by the contractor
and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item
is not available in SOR than based on current market rates. In case of extra item decision of Add. City
Engg. shall remain final regarding rate.
If in the interest of the Corporation it is necessary to change either any site or the design of the
propose work the contractor shall carry out the same at his quoted rates without charges any extra
and the contractor will have to carry out the works and he will be paid at the rate quoted by him. No
claim for extra rate for subsequent changes in site and design is entertained.
The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall
have to prepare the measures boxes according to this measure.
Octroi exemption passes shall not be given for any materials required for the work. Contractor will be
fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules
framed the to under.
The tender for the work shall remain open for a period (180) days from the date of opening of the
tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer on his
own during the period. If any tenderer withdraw or makes any modifications or addition in the terms
and conditions of his tender not acceptable to the Municipal Corporation the Municipal Corporation
shall without prejudice to any right or remedy be at liberty to forfeit in full the said earnest money and
black list the contractor.
If work is not started within specified time limit the penalty as per rule & tender condition delay of
start shall be recovered separately from the immediate bills payable to the contractor. Contractor has
to make his own arrangement for procurement of steel and cement.
Contractors should note the following conditions carefully:-
v) Conditional tender shall not be accepted.
vi) All tenders are to be submitted in duplicate without which the tenders are liable to be
vii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of
viii) Condition of Form - B1 Standard Specification of material & code of practice will be applicable.
Form B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of
Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat
Book Depot, Sector-21. Gandhinagar.
CONTRACTOR'SSIGNATURE ADD.CITY ENGINEER
& STAMP (West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS
Name of Work: Maintenance, Repairing, Renovation work for Different Municipal Buildings in
Navrangpura ward at West Zone.
Excavation for foundation upto 1.5 M depth including sorting out and stacking useful
materials disposing of the excavated stuff upto 50 meter lead in loose or soft soil.
Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such
ordinary excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this
Clearing the site :
The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials
and rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained
shall be property of the Government and be conveyed and stacked as directed. within 50 M. lead. The
roots of the trees coming in the sides shall be cut and coated with a hot asphalt.
The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be
After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall
assume full responsibility for alignment, elevation and dimension of each and all parts of the work.
Contractor shall supply laborers, materials, etc. required for setting out the reference marks and bench
marks and shall maintain them as long as required and directed.
The excavation in foundation shall be carried out in true line and level and shall have the width and
depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and
shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for such
precautionary measures shall be paid separately if not specified. The bottom of the excavated area shall
be 1 evened both longitudinally and transversely. as directed by removing and watering as required. No
earth filling will be allowed for bringing it to level, if mistake or any other reason excavation is made.
deeper or wider that shown on the plan or directed. The extra depth or width shall be made up with
concrete of same proportion as specified for the foundation concrete at the cost of the contractor. The
excavation up to 1.5 m. depth shall be measured under this item.
Disposal of the excavated stud :
The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the
ground in layer including ramming and watering etc.
The balance of the excavated quantity shall be removed by the contractor from the site of work to a
place as directed with lead upped 50 M. and all lift.
Mode of measurement and payment :
The measurement of excavation in trenches for foundation shall be made according to the sections of
trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be
made for surplus excavation made in excess of above requirements or due to slopping and sloping back
as found necessary on account of conditions of soil , and requirements of safety.
The rate shall be for a unit of one cubic meter.
Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of
useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum
The rate shall be for a unit of one cubic meter.
Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering
The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water
thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids
remain there. In general the work shall be carried out in the best manner so that no hollow voids remain
after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
filling in plinth with sand under floors including watering, ramming consolidated and dressing
Sand shall conform to M.
The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of earth
shall be broken.
As soon as the work in foundation has been completed and measured, the site of foundation shall be
cleared of all debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding 20 Cms.
Each layer shall be adequately watered rammed and consolidated before the succeeding layer is laid.
The sand shall be rammed with iron rammers where feasible and with the butt ends of crow-bars, where
rammer cannot be used.
The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered and
consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level, the surface
shall be flooded with water for at least 24 hours and allowed to dry and then rammed and consolidated.
The finished level of filling shall be kept to shape intended to be given to floor.
In case of large heavy duty flooring like factory flooring, the consolidation may be done by power rollers,
where so specified. The extent of consolidation required shall also be as specified.
Mode of measurement and payment :
The payment shall be made for filling in plinth and trenches, No deduction shall be made for
shrinkage or voids if consolidated as instructed above
The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth
The rate shall be for a unit of one cubic meter.
Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. thickness
including watering, ramming and consolidating etc. Complete
Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding 20 cms.
in depth and water thoroughly after each layer and shall be properly consolidated with rammers so that no
hollow voids remain there. In general the work shall be carried out in the best manner so that no hollow
voids remain after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken stone
aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation and
Plinth (upto 10 ton)
Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone aggregates 40mm
nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton)
Providing and laying cement concrete1:3:6(1-Cement:3-coarse sand:6-hand broken stone
aggregates 40mm nominalsize) and curing complete excluding cost of formworkin(A)Foundation
and Plinth (upto 10 ton)
Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-hand broken stone aggregates 20mm
nominal size) and curing complete including cost of formwork in (A) wall caps/ coping (upto 10 ton)
Providing and laying cement concrete work 1:2:4 ((1-Cement:2-coarse sand:4-graded aggregates
20mm nominal size) curing complete excluding cost of formwork and reinforcement ( up to {(a) to
Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates
mm nominal size) for reinforced concrete chhajjas not exceeding 10 cm. thickness upto floors
two level including finishing the exposed surfaces with cement mortar 1:3 (1 cement : 3 find
sand) to give a smooth and even surface centering and form work and curing complete excluding
cost of reinforcement.
1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-
6, Grit shall conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.
2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the
concrete mix shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm
nominal size) by volume. Concrete work shall have exposed concrete surface or as specified in
2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond
approximately to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume
2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight
(0.0342 Cu. M) for different proportions of mix shall be as under:
Grade of Total quantity of dry Proportion of fine Quantity of
aggregate by volume aggregate to coarse water per
concrete per 50 Kgs, of cement aggregate 50 Kgs. of
to be taken as the cement
sum of individual maximum.
volume of fine and
coarse aggregates,
M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters
aggregate by volume but
M-150 (1:2:4) 220 ” subject to and upper 32 “
limit of 1:1/2 and lower
2.4 The water cement ratios shall not more than those specified in the above table. The cement
content of the mix specified in the Table shall be increased if the quantity of water in a mix has to
be increased to overcome the difficulties of placement and compaction so that the water cement
ratio specified in the Table is not exceeded.
2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound
to give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty
with the means available.
2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified
but in no case greater than surround all reinforcement thoroughly and to fill the corners of the
2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally
considered satisfactory.
2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal
maximum size of coarse aggregate should usually be restricted to 5 mm less than the minimum
clear distance between the main bars, or 5 mm less than the minimum cover to the
reinforcement whichever is smaller.
2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate
may not be important and the nominal maximum size may sometimes be as greater than the
2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the
evidence that with the passage of time, neither the compressive strength of concrete is reduced
nor are other requisite qualities of concrete and steel impaired by the use of such admixtures.
3.0 Workmanship:
3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured
in terms of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu.
Meter. Boxes of suitable sizes shall be used for measuring sand aggregate. The size of the
boxes (internal) shall be 35 cms x 25 cms. and 40 cms deep. White measuring the aggregate
and sand, the box shall be filled without shaking ramming or hammering. The proportioning of
sand shall be on the basis of its dry volume and in case of damp sand, allowances for bulkage
3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories
shall be kept in first class working condition and so maintained throughout the construction.
Measured quantity of aggregate, sand, cement required for each batch shall be poured into the
drum of the mechanical mixer while it is continuously running. After about half a minute of dry
mixing, measured quantity of water required for each batch of concrete mix shall be added
gradually and mixing continued for another one and half a minute. Mixing shall be continued till
materials are uniformly distributed and uniform color of the entire mass is obtained and each
individual particle of the coarse aggregate shows complete coating of mortar containing its
proportionate amount of cement. In no case shall the mixing be done for less than 2 minutes
after all ingredients have been put into the mixer.
3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other
reasons, it shall be done on the smooth watertight platform large enough to allow efficient
turning over the ingredients of concrete before and after adding water. Mixing platform shall be
so arranged that no foreign material gets mixed with concrete nor does the mixing water flow
out. Cement in required number of bags shall be placed in a uniform layer on top of the
measured quantity of fine and coarse aggregate, which shall also be spread in a layer of uniform
thickness on the mixing platform. Dry coarse and fine aggregate and cement shall then be mixed
thoroughly by turning over to get a mixture to uniform color. Specified quantity of water shall then
be added gradually through a rose-can and the mass turned over till a mix of required
consistency is obtained. In hand mixing quantity of cement shall be increased by 10 percent
above that specified.
3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before
putting in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of
concrete from the mixture shall contain only two thirds of normal quantity of coarse aggregate.
Mixing plant shall be thoroughly cleaned before changing from one type of cement to another.
3.3 Consistency :
3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of
vibration of concrete, shall be determined by regular slump tests in accordance with I.S. 1199-
1959. The slump of 10mm to 25mm. shall be adopted when vibrators are used and 80mm when
vibrators are not used.
3.4 Inspection:
3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms
to permit him to inspect and accept the false work and forms as to their strength, alignment, and
general fitness but such inspection shall not relieve the contractor of his responsibility for the
safety of men, machinery, materials and for results obtained. Immediately before concreting, all
forms shall be thoroughly cleaned.
3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One
carpenter with helper shall invariably be kept present throughout the period of concreting.
Movement of labour and other persons shall be totally prohibited for reinforcement laid in
position. for access to different parts, suitable mobile platforms shall be provided so that steel
reinforcement in position is not disturbed. For ensuring proper cover, mortar blocks of suitable
size shall be provided so that steel reinforcement in position is not disturbed. For ensuring
proper cover, mortar blocks of suitable size shall be cast and tied to the reinforcement. Timber
kapachi or metal pieces shall not be used for this purpose.
3.5 Transporting and laying:
3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so
transported and placed that no contemination, segregation or loss of its constituent material
All form wok shall be cleaned and made free from standing water, dust, show or ice immediately
before placing of concrete.
No concrete shall be placed in any part of the structure until the approval of the Engineer-in-
charge has been obtained.
3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete
shall not be placed against concrete which has been in position for more than 30 minutes unless
a proper construction joint is formed. Concrete shall compacted in its final position within
minutes of its discharge from the mixer. Except where otherwise agreed to by the Engineer-in-
charge concrete shall be deposited n horizontal layers to a compacted depth of not more than
0.45 meter when internal vibrators are used and not exceeding 0.30 meter in all other cases.
3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place
from a height exceeding 2 meters. When trunking or chutes are used they shall be kept close
and used in such a way as to avoid segregation. When concreting has to be resumed on a
surface which has hardened, it shall be roughened, swept clean, thoroughly wetted and covered
with a 13 mm thick layer of mortar composed of cement and sand in the same ratio as in the
concrete mix itself. This 13 mm layer of mortar shall be freshly mixed and placed immediately
before placing of new concrete. Where concrete has not fully hardened, all laitance shall be
removed by scrubbing the wet surface with wire or bristle brushes, care being taken to avoid
dislodgment of any particles of coarse aggregate. The surface shall then be thoroughly wetted,
all free water removed and then coated with neat cement grout. The first layer of concrete to be
placed on this surface shall not exceed 150 mm in thickness and shall be well rammed against
old work particular attention being given to corners and close spots.
3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of
vibrators, unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as
concreting under water, where vibrators cannot be used. Sufficient vibrators in serviceable
condition shall be kept at site so that spare equipment is always available in the event of
Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse
aggregate and begins to cream up to form an even surface. Compaction shall be completed
before the initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During
compaction, it shall be observed that needle vibrators are not applied on reinforcement which is
likely to destroy the bond between concrete and reinforcement.
3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain,
running water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process.
It shall be covered with wet sacking, hassain or other similar absorbant material approved, soon
after the initial set and shall be kept continuously wet for a period of not less than 14 days from
the date of placement. Masonary work over foundation concrete may be started after 48 hours of
its laying but curing of concrete shall be continued for a minimum period of 14 days.
3.7 Sampling and Testing of concrete:
3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made,
cured and tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A
random sampling procedure shall be adopted to ensure that each concrete batch shall have a
reasonable chance of being tested i.e. the sampling should be spread over the entire period of
concreting and cover all mixing units. The minimum frequency of sampling of concrete of each
grade shall be in accordance with following:
Quantity of concrete No. of Quantity of concrete in No. of samples
in the work samples the works
51 and above 4+ one additional for each additional 50 M. or part thereof.
NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from
each sample, five for testing at 7 days and the remaining five at 28 days. The samples of
concrete shall be taken on each day of the concreting as per above frequency. The number of
specimens may be suitably increased as deemed necessary by the Engineer-in-charge when
procedure of tests given above reveals a poor quality of concrete and in other special cases.
3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified
cube strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value
less than the specified strength provided the lowest value is not less than 85% of the specified
strength. If the concrete made in accordance with the proportions given for a particular grade,
does not yield the specified strength; such concrete shall be classified as belonging to the
appropriate lower grade. Concrete made in accordance with the proportions given for a
particular grade shall not, however, be placed in a higher grade on the ground that the test
strength are higher than the minimum specified.
3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike
the form work. While fixing the time for removal of form work, due consideration shall be given to
local conditions, character for the structure, the weather and other condition that influence the
setting of concrete and of the materials used in the mix. In normal circumstances (generally
where temperatures are above 20 C) and where ordinary concrete is used, forms may be struck
after expiry of periods specified in item No 9.1(A) for respective item of form work.
3.8.2 All form work shall be removed without causing any shock or vibration as would damage the
concrete. Before the soffit and struts are removed, the concrete surface shall be exposed, where
necessary in order to ascertain that the concrete has sufficiently hardened. Centering shall be
gradually and uniformly lowered in such manner as to permit the concrete to take stresses due
to its own weight uniformly and gradually. Where internal metal ties are permitted, the or their
removable parts shall be extracted without causing any damage to the concrete and remaining
holes filled with mortar. No permanently embedded metal part shall have less than 25 mm cover
to the finished concrete surface. Where it is intended to re-use the form work, it shall be cleaned
and made good to the satisfaction of the Engineer-in-charge. After removal of form work and
shuttering, the Executive Engineer shall inspect the work and satisfy by random checks that
concrete produced is of good quality.
3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement
concrete member and used for shuttering or any other purpose shall be cut inside the cement
concrete member to a depth of at least 25 mm below the surface of the concrete and the
resulting holes be filled by cement mortar. All fine caused by form joints, all cavities produced by
the removal of form ties and all other holes and depressions honeycomb spots, broken edges or
corners and other defects shall be thoroughly cleaned, saturated with water and carefully
pointed and rendered true with mortar of cement and fine aggregate mixed in the proportions
used in the grade of concrete that is being finished and of as dry consistency as is possible to
use. Considerable pressure shall be applied in filling and pointing to ensure thorough filling in all
voids. Surfaces which are pointed shall be kept most for a period of 25 hours.
If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or
character as to effect the strength of the structure materially or to endanger the life of the steel
reinforcement, he may declare the concrete defective and require the removal and replacement
of the portion of the structure affected.
4.0 Mode of measurement and payment:
4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The
concrete laid in excess of section shown on drawings or as directed shall not be measured. No
deduction shall be made for –
(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses,
corbels and steps etc. up to 500 Sq. Cm. in section.
(b) Opening up to 0.1 Sq. M.
4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in
position, vibrating and compacting, finishing, as directed, curing and all other incidental
expenses for producing concrete of specified strength. The rate excludes the cost of form work.
4.3 The rate shall be for a unit of one cubic meter.
5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and curing complete excluding cost of form work and
reinforcement for reinforced concrete work in :
(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals
beams girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to
floor two level (D) Staircase up to floor two level (E) Vertical and horizontal fins up to floor two
1.0 Materials & Workmanship
1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be
carried out for reinforced concrete work for work as specified in item 1.2. In addition, the
following stipulations shall be followed for :
(a) The bars shall be kept in position by the following methods:
(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement
mortar 1:2 (1 cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the
specified cover shall be placed between the bars and shuttering as to secure and maintain the
requisite cover of concrete over the reinforcement.
In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be
held in position by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.
(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes
with slotes accurately out in them. The temphtes shall be removed after concreting has been
done below it. The bars may also be suitably tied by means of annealed steel wires to the
shuttering to maintain their position during concreting.
1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are
to be attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if
the bars are not likely to be incorporated with succeeding mass of concrete within the following
10 days. This coat of thin neat cement shall be removed before concreting.
2.0 Mode of measurement and payment:
2.1 Relevant specifications of item No. 5.3.13 shall be followed.
2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.
2.3 The rate shall be for a unit of one cubic meter.
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching
plant and transported to site of work intransit mixer for a lead up to 10 kms having continuous
agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete
work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of
centering shuttering finishing and reinforcement including cost of admixtures in recommended
proportions as per IS:9103 to accelerate/ retard setting of concrete, improve work ability without
impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min
cement level as per latest IS456 shall be maintained) (Cement level 320 kg )The earth obtained from
excavation shall be filled in layers not exceeding 20 cms. in depth and water thoroughly after each
layer and shall be properly consolidated with rammers so that no hollow voids remain there. In
general the work shall be carried out in the best manner so that no hollow voids remain after work.
Workmanship in general confirm to C –2.
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching plant
and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including pumping
of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and
reinforcement including cost of admixtures in recommended proportions as per IS:9103 to accelerate/
retard setting of concrete, improve work ability without impairing strength and durability as per direction of
theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained)
(Cement level 320 kg )The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in
depth and water thoroughly after each layer and shall be properly consolidated with rammers so that no
hollow voids remain there. In general the work shall be carried out in the best manner so that no hollow
voids remain after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering shuttering finishing and reinforcement including cost of
admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,
improve work ability without impairing strength and durability as per direction of theEngineer-in-
charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching plant
and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing
and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as
per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be
maintained) (Cement level 400 kg )
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering shuttering finishing and reinforcement including cost of
admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,
improve work ability without impairing strength and durability as per direction of theEngineer-in-
charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching plant
and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing
and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as
per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be
maintained) (Cement level 450 kg )
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work , using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of
laying, excluding the cost of centering shuttering finishing and reinforcement including
cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS
shall be maintained) (Cement level 475 kg )
Providing and laying in position Ready Mixed M-350 grade concrete for reinforced cement
conctere work , using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of
laying, excluding the cost of centering shuttering finishing and reinforcement including
cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456shall
be maintained) (Cement level 500 kg )
Materials & Workmanship :
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall conform
to M-8. Coarse aggregate shall conform M-12 B.
The proportioning of cement and aggregates shall be done by weight and necessary precautions shall
be taken in the production to ensure that the required work cube strength is attained and maintained.
The controlled concrete shall be in grades of M-100, M-150, M-200, M-250, M-300, M-350, M-400, with
prefix controlled added to it. The letter ‘M’ refers to mix and numbers specify 28 days works cube
compressive strength of 150 mm cubes of the mix expressed in Kg. / Cmt.
The proportion of cement, sand and coarse aggregates shall be determined by weight. the weight batch
machine shall be used for maintaining proper control over the proportion of aggregates as per mix
The strength requirements of different grades of concrete shall be as under:
Grade of Concrete Compressive strength of 15 cms 28 cubes in Kg./Cmt. at with I.S.
days conducted in accordance 516-1959
Preliminary test Work test
In all cases, the 28 days compressive strength specified in above table above be the criteria for
acceptance or rejection of the concrete
Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two
grades specified in the above table such concrete shall be classified in for all purposes as concrete
belonging to the lower of the two grades between which its strength lies.
The proportions for ingredients chosen shall be such that concrete has adequate workability for
conditions prevailing on the work in question and can be properly compacted with means available
except where it can be shown to the satisfaction of the Engineer-in-charge, that the supply of properly
graded aggregate of uniform quality can be maintained till the completion of work. Grading of aggregate
shall be controlled by obtaining the coarse aggregates, in different sizes and being in them in the right
proportions as required. Aggregate of different sizes shall be stocked in separate stock piles. The
required quantity of material shall be stock piled several hours, preferably a day before use. The grading
of coarse and fine aggregate shall be checked as frequently as possible, the frequency for a given job
being determined by the Engineer-in-charge to ensure that the suppliers are maintaining the uniform
grading as approved for samples used in the preliminary tests.
In proportioning concrete, the quantity of both cement and aggregate shall be determined by weight.
Where the weight of cement is determined by accepting the maker’s weight per bag a reasonable
number of bags shall be weighted separately to check the net weight. Water shall either be measured by
volume in calibrated tanks or weighed. All measuring equipments shall be maintained in clean and
serviceable condition. Their accuracy shall be periodically checked.
In is most important to keep the specified water cement ratio constant and at its correct value. To this
end, moisture content in both fine and coarse aggregates shall be determined by the Engineer-in-charge,
according to the weather conditions. The amount of mixing water shall then be adjusted to compensate
for variations in the moisture content. For the determination of moisture content in the aggregates, I.S.
2389(Part III) shall be referred to. Suitable adjustments shall also be made in the weights of aggregates
due to variation in their moisture content. Minimum quantity of cement to be used in concrete shall not be
less than 220 Kgs./M 3 in plain concrete and not less than 250 Kg/M3 in reinforced concrete.
Mode of measurement and payment:
The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete
laid in excess of section shown on drawings or as directed shall not be measured. No deduction shall be
Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and
steps etc. up to 500 Sq. Cm. in section.
Opening up to 0.1 Sq. M.
The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,
vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing
concrete of specified strength. The rate excludes the cost of form work.
Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and
curing complete, excluding the cost of form work and reinforcement for reinforced
concrete work in:
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the
cost of form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having
more than 13 cm and upto 15 cm.thickness
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the cost of
form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm
and upto 15 cm.thickness
Mode of Measurement shall be on cubic meter basis.
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-
graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc.
complete including the cost of form work but excluding the cost of reinforsement for R.C.C
work in (iv) Slabs having more than 8 cm and upto 10 cm.thickness
Mode of Measurement shall be on cubic meter basis.
Item No. 16(A) :
Brick work using common burnt clay building bricks having crushing strength not less than
35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B)
Conventional (upto 10 ton)
Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick
shall conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before
use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of
through wetting of bricks.
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except
when necessary to complete to bond; closer in such case shall be cut to required size and used near the
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall
first be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side
face shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of
course, the vertical joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint
shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other.
The thickness of brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s
sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for
frequent checking during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected
brick work shall be kept not more than one meter over the rest of the work. Where this is not possible,
the work shall be raked back according to bond (and not left toothed) at an angle not steeper than
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in
wall shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed
mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,
when the mortar is still green so as to provide key for plaster or pointing to done.
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a
period seven days. The top of masonry work shall be kept well wetted at the close of the day
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose
materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the
top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for
the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush
with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the
thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in foundation up to
plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.
Battered, tapered and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for embedding
in masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area
does not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed
Cms. and the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.
for concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Brick work using common burnt clay building bricks having crushing strength
not less than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1-Cement :6
- fine sand) B) Modular
Extra for brickwork in super structure above plinth level upto floor two level (B) Conventional
Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick
shall conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before
use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of
through wetting of bricks.
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except
when necessary to complete to bond; closer in such case shall be cut to required size and used near the
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first
be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face
shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of course,
the vertical joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint
shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The
thickness of brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s
sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent
checking during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected
brick work shall be kept not more than one meter over the rest of the work. Where this is not possible, the
work shall be raked back according to bond (and not left toothed) at an angle not steeper than
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in
wall shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed
mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,
when the mortar is still green so as to provide key for plaster or pointing to done.
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a
period seven days. The top of masonry work shall be kept well wetted at the close of the day
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose
materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the
top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for
the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush
with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the
thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in foundation up to
plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.
Battered, tapered and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for embedding
in masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional
area does not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed
Cms. and the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.
for concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Half brick masonry in common brunt clay building bricks having crushing strength not less than
35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth
conventional brickwork (up to 10 ton)
The rate shall be for a unit of Sq. Mt.
Extra for half brick masonry in super structure above plinth level upto floor two level (B)
Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand
shall conform to M-6. Cement mortar shall conform to M-11.
Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No.
7 except the brick work of half bricks shall be carried out.
Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by
All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall
shall be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly
vertical. The bricks shall be laid with frogs upwards. A set of masons tools shall be maintained on work
as required for frequent checking.
Mode of measurement and payment:
The half brick masonry work in foundation and plinth shall be measured under this item, the limiting
dimensions shall not exceed those shown in the plan or as directed. Any work done extra over the
specified dimensions shall be ignored.
The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete
unit of approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/
3000 mm/ 3300 mm in legth made from of controlled cement concrete M20 having cube
compressive strength not less than 20 MP a jointing with high strength & tensile adhesion non-
shrink cementitious joint compound /P.U. Foam. (Plaster not required)
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not
less than 20 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound
/P.U. Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete
unit of approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/
3000 mm/ 3300 mm in legth made from of controlled cement concrete M20 having cube
compressive strength not less than 20MP a jointing with high strength & tensile adhesion non-
shrink cementitious joint compound/ P.U.Foam. (Plaster not required)
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not
less than 20MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/
P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M35 having cube compressive
strength not less than 35 MP a jointing with high strength & tensile adhesion non-shrink
cementitious joint compound/ P.U.Foam. (Plaster not required)
Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not
less than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/
P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/
mm/ 3300 mm in legth made from of controlled cement concrete M35 having cube compressive
strength not less than 35 MP a jointing with high strength & tensile adhesion non-shrink
cementitious joint compound /P.U.Foam. (Plaster not required)
Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not
less than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound
/P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing form work of ordinary timber planking so as to give a rough finish including centering
shuttering, strutting and propping etc. height of propping and centering below supporting floor
to celling not exceeding 4 m. and removal of the same for in site reinforced concrete and plain
concrete work in foundations, footing, bases of columns, and mass concrete. ( up a to h)
The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.
The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not
be less than that assumed in the design.
The form work shall conform to the shape lines and dimension as shown on the plans and be so
constructed as to remain sufficiently rigid during the placing and compacting of the concrete. Adequate
arrangements shall be made by the contractor to safe guard against any settlement of the form work
during the course of concreting and after concreting. The form work of shuttering, centering, scaffolding
bracing etc shall be as per design.
Cleaning & Treatment of forms:
All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form
before the concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly
wetted or treated. The surface shall be then coated with soap solution applied before concreting is done.
Soap solution for the purpose shall be prepared by dissolving yellow soap in water to get consistency of
paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture may be applied in case
steel shuttering is used. Soap solution or raw linseed oil shall be applied after thoroughly cleaning the
surface. Care shall be taken that the coating does not get on construction joint surface and
reinforcement bars.
Stripping time:
In normal circumstances and where ordinary cement is used forms may be struck after expiry of
following periods:
Sides of walls columns and vertical faces of beam 24 to 48 hours.
Beams soffits (Props left under) 7 days.
Removal of props slabs
(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days
Removal of props to beams and arches
(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days
Procedure when removing the form work:
All form work shall be removed without such shock or vibration as would damage the reinforced concrete
surface. Before the soffits form work and struts are removed, the soffits and the concrete surface shall
be exposed where necessary in order to ascertain that the concrete has sufficiently hardened.
The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute
safely of the form work and concrete work before, during and after pouring concrete. Watch should be
kept to see that behavior of centering and form work is satisfactory during concreting. Erection should
also be such that it would allow removal of forms in proper sequence without damaging either the
concrete or the forms to be removed.
The props of centering shall be provided on firm foundation or base of sufficient strength to carry the
loads without any settlement.
The centering and form work shall be inspected and approved by the Engineer-in-charge before
concreting. But this will not relieve the contractor of his responsibility for strength, adequacy and safety
of form work and centering. If there is a failure of form work or centering, contractor shall be responsible
for the damages to the work, injury to life and damage to property.
All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be
provided and removed on completion work by contractor at his own expense. The scaffolding, hoisting
arrangements and ladders etc. shall be strong enough to with stand all live, dead and impact loads
expected to act and shall be subject to the approval of the Engineer-in-charge. However, contractor shall
be solely responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workman
The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford
easy inspection.
The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost
of materials and labour for various operations involved such as:
Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering
propping, bolting, nailing, wedging, easing, striking and removal.
Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams,
columns and the like.
Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.
Dressing with oil to prevent adhesion of concrete with shuttering, and
Raking or circular cutting.
Rate shall be paid in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including
anodised alluminium butt hinges with necessary screws.
(A) Indian Teak Wood (ii) Fully Glazed. (upto 10 ton)
(B) Indian Teak Wood (iii) Partly panelled and partly glazed. (upto 10 ton)
(C) Indian Teak Wood (iii) Partly panelled and partly glazed.
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including
black enamelled M.S.butt hinges with necessary screws..
(A) Indian teak wood. (i) Fully Panelled.(upto 10 ton)
(B) Indian teak wood. (ii) Fully Glazed.(upto 10 ton)
(C) Indian teak wood. (iii) Partly panelled and partly glazed. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for Doors
windows and clear story windows including anodised alluminium But hinges with necessary
screws and indian teak wood shutters with.
(A) Plywood sheet panels. (upto 10 ton)
(B) Particle board panels (upto 10 ton)
(C) Hard board panels. (upto 10 ton)
(D) Asbestos sheet panels. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S.
butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)(a to b)
Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S. butt hinges
with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to
fames with screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid
separately) (upto 10 ton)
Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to fames with
screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid separately) (upto
Item should be executed as per site require ements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing in partitions 4 mm thick medium hard board of approved quality including
fixing to fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be
paid separately) (upto 10 ton)
Providing and fixing in partitions 4 mm thick medium hard board of approved quality including fixing to
fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be paid separately)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at
suitable distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto
25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at suitable
distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at
suitable distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto
40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable
distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden
frames of windows and clerestory windows.(upto10 ton)
Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of
windows and clerestory windows.(upto10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Kg.
Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S.
flats at required spacings and frame alround, square or round bars with round headed bolts and
nuts or by screws (A) Plain Grill. (upto 10 ton)
Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at
required spacings and frame alround, square or round bars with round headed bolts and nuts or by
screws (A) Plain Grill. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Kg.
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm.
x 7 cm. size including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x 7 cm.
size including 3 coats of oil pa inting to wood work etc.complete. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame
cm.x7 cm. size including 3 coats of oil painting to wood work etc.complete.with wooden louvers
plank 12mm thick (upto 10 ton)
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm.x7 cm.
size including 3 coats of oil painting to wood work etc.complete.with wooden louvers plank 12mm thick
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including
Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and
fastenings including primer coat of approved quality and two coats of oil painting etc,
complete.(ii) Fully Panelled.
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including Indian
teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings including
primer coat of approved quality and two coats of oil painting etc, complete.(ii) Fully Panelled.
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including
Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and
fastenings including primer coat of approved quality and two coats of oil painting etc,
complete.(ii) Fully Panelled.
Wood for shutter shall conform to M-29 (2) Anodised aluminium butt hinges shall conform to M-43.
Workmanship: The item covers the requirement of preparation of shutters for doors, windows,
clerestory windows, their supply and fixing.
Panelled shutters shall be constructed in the form of timber frame work of styles and rails with panel,
inserted of type as specified in the detailed drawings. Panel shall be fixed by providing grooves in the
style and rails. The styles and rails shall be joined to each other by mortise and tenon joints at right
All members of the shutters shall be straight without any warp or how and shall have smooth, well planed
faces at right angles to angles to each other.
The size of styles and rails shall be as per drawing or as directed. Styles and rails of shutters shall be
made of one piece only.
Timber paneling:
Thickness of the panel shall be as specified in the item as shown in the drawing or as directed. If
the panel is made from more than one piece, the pieces shall be finished as shown in the detailed
drawings and shall be joined with continuous groove with specified size. The end pieces of the panel and
the top and bottom of the panel shall be provided with continuous tongue to frame into groove of the
frame shutter. An air space of 1.5 mm shall be left in the groove of frame shutter while fixing the panels
The faces of the panel as well as various pieces of the panel shall be closely fitted to the size of the
Finishing of the corners of raised panel edges shall be done as shown in drawings or as directed.
Fixtures & Fastenings:
The rate shall include anodised aluminium butt hinges including fixing with iron screws. The size and
number of hinges shall b as per table given in annexure-1.
Mode of measurements and payment:
The rate for shutter includes cost of providing block and clear for keeping the shutter in open
position as directed.
The dimension of the shutter shall be measured clear size of the shutter in close position
between the grooves of the frame.
The rate shall be for a unit of one sq. meter.
(A) (II)Providing and fixing 35 mm thick fully glazed shutters for doors, windowsand clerestory
windows including anodised aluminium butt hinges with necessary streces, Indian Teak
Materials: Teak wood shall conform to M-29. Glass shall conform to M-38. Anodised aluminium butt
hinges shall conform to M-43.
The relevant specifications of item No. 10.12(A) I shall be followed except that the 35 mm thick
shutters fully glazed for doors, windows and clerelstory windows including aluminium butt hinges with
necessary screws.
The glass panels shall be embodied in putty and secured to the rebate by wooden beds or
mouldings shape and size as approved with counter sunk screws of suitable size.
The glass panel shall be properly cut to fit the rebates of the frames and sashes fully with a light
minus margin of about 1.5 mm on all sides. Before glazing the frame shall be primed and prepared for
painting so that wood may not draw oil out of putty.
The rebate shall be putted to an extent to provide bedding all round the glass.
The glass shall then be bedded in putty and fitted to frames with wooden beads or mouldings as
directed and secured with counter sunk screw. The screw shall be spaced not more than 10 mm form
each corner and not more than 200 mm apart.
The size of the rebate in the frame and size and shape of beads or moulding shall be as per
detailed drawings or as directed. The beds or mouldings shall have mitered corners.
Mode of measurement and payment:
The relevant specifications of item No. 10.12(A)(I) I shall be followed.
The rate shall be for a unit of one sq. meter.
A) (III)Providing and fixing 35 mm thick partly panelled and partly glazedshutters, or doors,
windows including anodized aluminium butt hinges with necessary screws, Indian teak
Materials: Teak wood shall conform to M-29. Glass shall conform to M-38. Anodised aluminium butt
hinges shall conform to M-43.
Workmanship: The relevant specifications of item No. 10.12(A) (I) and 10.12(A)(II) shall be followed
except that the 35 mm thick shutters shall be partly panelled and partly glazed for door windows,
clerestory windows etc., as per drawings.
Mode of measurement and payment:
The relevant specifications of item No. 10.12(A)(I) shall be followed. Teak wood incl.Brass fixtures and
S.S.Hingers as approved by Engg.in charge.
The rate shall be for a unit one sq. meter.
Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER
consisting of frame made out of M.S.tubes of 19 gauge thickness and size of 19 mm x 19 mm for
stiles and 15 mm x 15 mm for to p and bottom rails. M.S. frames hall have a coat of steel primers
of approved make and manufacture, M.S. frames hall be covered with 5 mm thick heat moulded
PVC ‘C’ channel of size 30 x 50 mm formings tiles, and 5 mm thick 75 mm wide PVC sheets for to
prail, lock rail and bottom rail on either side, and 10 mm (5 mm x 2) thick, 20 mm wide cross PVC
sheet as gap insert for to p rail and bottom rail, Panelling of 5 stiles and rails with 30 mm wide x
mm thick PVC sheet beading on eighter side, and joined together with solventcement adhesive,.
An additional 5 mm thick PVC strip of 20 mm width is to be stculkon the interiors ide of the ‘c’
channel using PVC solventcement adhesive etc. complete as per direction of Engineer incharge,
manufacture’s specification and drawing.
PVC doors shall be provided with EZ-7 section doorframe as mentioned in the item description. The
size of the door shall be as per the drawing. The overall thickness of PVC doors shall be 24 mm.
The aluminium fixtures and fastenings shall be fixed to the shutters as directed by the engineer-in-
The doors shall be of Sintex or any other approved make.
The holes for the hardware to be fitted shall be marked first on the door (for hinges, handle, tower
bolt, aldrop etc.); pilot holes of 3 mm shall be pre-drilled and then hinges is to be fitted on door.
Screws shall not hammered on the door but fastened by hand/electric screw driver.
Mode of measurement:
The rates of the PVC doors shall be on the basis of area in sq.mt. of PVC doors procured and fixed
by the contractor. No separate payment for the aluminum fixtures and fastenings shall be payable.
Providing and fixing in position collapsible shutters with vertical channels 20 x 10 x 2 mm braced
with flat iron diagonal 20 x 6 mm size with top and bottom rails T iron 40 x 40 x 6 mm with 38 mm
dia steel pulleys complete with bolts, units, locking arrangements, stoppers, handles, including a
priming coat of red lead paint & approved make.
Materials: The collapsible steel gate shall conform to M-33.
T-rails shall be fixed to the floor and to the lintel at top by means of anchor bolts, embedded in cement
concrete on floor and lintel. The anchor bolts shall be placed approximately at 45 mm centers
alternatively in the two flanges of the T iron. In the bottom runner (T-iron) shall be embedded in the floor
and proper groove shall be formed along the runner for the purpose. The collapsible gate shall be fixed
at the sites by fixing the end double channels in the T-Iron rail and also by hold fasts bolted to the end
double channel and fixed in the masonry of the side walls or the otherwise.
In case where the collapsible gate is not required to the lintel beams or slop above, a tee iron
suitably designed may be fixed at the top embedded in masonry and provided with necessary clamps
and roller arrangement at the top.
All the adjoining work damaged while fixing of gate shall be made good to match the existing
work without any extra payment.
All the members of the collapsible gate including T-Iron shall be thoroughly cleaned of rust,
scales, dust etc. and given a priming coat of red lead before fixing them in position.
Mode of measurements and payment:
The collapsible gate shall be measured in sq. meter. The height of the gate shall be measured
as the length of double channels and breadth from outside to outside of the end fixed double channels in
open position of the gate. The rate includes providing handles, locking arrangements, stoppers etc.
The rate shall be for unit of one sq. meter.
Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and diagonal braces of
40x40x6 mm angle iron, 3.15 mm M.S.gusset plates at Junctions and corners 25 mm dia. pulley,
40x40x6 mm angle and T-iron huide rail at top and bottom respactively with handles, stoppers
and locking agangement etc, including applying a priming coat of red lead paint. (upto 10 ton)
Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and diagonal braces of
40x40x6 mm angle iron, 3.15 mm M.S.gusset plates at Junctions and corners 25 mm dia. pulley,
40x40x6 mm angle and T-iron huide rail at top and bottom respactively with handles, stoppers and
locking agangement etc, including applying a priming coat of red lead paint. (upto 10 ton)
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for unit of one sq. meter.
Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.laths
inter-locked together through their entire length and jointed together at theends by end locks
mounted on specially designed pipe shaft with bracket plates, guide channels and arragements
for inside and out side locking with push-pull operation including the cost of hood cover and
spring etc. complete. (A) Shutters having width below 3.5 M.
Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.laths inter-
locked together through their entire length and jointed together at theends by end locks mounted on
specially designed pipe shaft with bracket plates, guide channels and arragements for inside and out
side locking with push-pull operation including the cost of hood cover and spring etc. complete. (A)
Shutters having width below 3.5 M.
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for unit of one sq. meter.
Providing & Fixing in position Alluminium doors with frame using approved quality anodised
extruded alluminium section as approved by Engg.in charge(Jindal alluminium)(a) Frame
sections 101.6x44.45 mm (b) Shutter bottom vertical & top section 83.5x44.45 (wt.1.31 kg/mt.)(at
1.31 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm at (1.37 kg/mt) Shutter middle section at
100x44.3 wt.(1.37 kg/mt) incl.providing & installing 5 mm thick approved color Acrylic sheet of
standard quality fixed with glazing chips on upper pannel & Laminated sheet on lower pannel
(wtt.0.13 kg/Rmt) etc.comp.as direction of engg.in charge
Metalic Color Anodized Aluminum alloy used in the manufacture of extruded sections for the
fabrication of doors, windows, ventilators shall confirm to designation HE9-WP of IS:733.
Transparent sheet glass shall confirm to the requirements of IS:2835. Wired and figured glass
shall be as per IS:5437. Builder's hardware of fittings & fixtures shall be of the best quality from approved
All aluminum doors, windows, ventilators and partitions shall be of the type and size as
specified. The doors, windows, ventilators shall confirm to the requirements of IS: 1948. Aluminum
windows, shall confirm to IS: 1949, if so specified. All aluminum units shall be supplied with Metallic
color anodized finish. The minimum anodic film thickness shall be 0.015 mm. Doors, windows and
ventilators shall be of an approved manufacture. Fabrication of the units shall be with the extruded
sections, cut to correct lengths, mitred and welded at the corners to a true right angle conforming to the
requirements of IS: 1948. Tolerance in overall dimensions shall be within ± 1.5mm. The frames and
shutters shall be free from warp or buckle and shall be square and truly plane. Punching of holes, slots
and other provisions to install fittings or fixtures later shall be made at the correct locations, as per the
Aluminium swing type doors, aluminum sliding windows, partitions shall be as specified. IS: 1948 and IS:
1949 shall be referred to incorporates the sizes, shapes, thickness and weight per running meter of
extruded sections for the various components of the units. However, new sizes, shapes, thickness with
modifications to suit snap-fit glazing clips etc. are being continuously being added by various leading
manufacturers of extruded sections, which are available in the market. As such, the sections of the
various components of the unit proposed by the Contractor, will be reviewed by the GSDWICL and will
be accepted only if they are equal to or marginally more than that given in the codes/as specified.
Specific provisions as stipulated for steel doors, windows, and ventilators under related clause shall also
be applicable for this item work. Glazing beads shall be of the snap-fit type suitable for the thickness of
glazing proposed as indicated in the items of works prepared by the Contractor. A layer of clear
transparent lacquer shall be applied on Aluminium sections to protect them from damage during
installation. This lacquer coating shall be removed after the installation is completed.
Mode of measurement
Measurement will be given on the Square meter basis of actual area of the Aluminum section.
Providing and fixing extruded aluminum window having extruded aluminum Colour Powder
Coatedsectionframemainoutersize127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384
Kg/mt),horizontal Four track member size122.20mm x31.75mm x1.10mm (ofJinda lSection
no:8787,@ Wt.1.205Kg/ mt) ,vertical member of size122.20mm x31.75 mm x1.50 mm (ofJindal
Section no:8935,@Wt.1.398Kg/mt) with sliding shutters of horizontal member size
40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical member of size
40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section
8948,@Wt.0.457Kg/mt) with 5mmt hick transparent bronze colour tinted float glass with powder
coated aluminum fittings and
fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor
Providing and fixing extruded aluminum window having extruded aluminum Colour Powder
Coated section frame main outer
size127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384Kg/mt),horizontal Four track member
size122.20mm x31.75mm x1.10mm (ofJinda lSection no:8787,@ Wt.1.205Kg/ mt) ,vertical member of
size122.20mm x31.75 mm x1.50 mm (ofJindal Section no:8935,@Wt.1.398Kg/mt) with sliding shutters of
horizontal member size 40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical
member of size 40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section
8948,@Wt.0.457Kg/mt) with 5mmt hick transparent bronze colour tinted float glass with powder coated
aluminum fittings and fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor
Mode of measurement
Measurement will be given on the Square meter basis of actual area of the Aluminum section.
Providing & Fixing in position Alluminium vents with frame using approved anodised extruded
alluminium section as approved by Engg.in charge.(Jindal alluminium) units equivalent
(Approved Rate) Frame section of 63.50 x 38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing
mm thick approved color Acrylic sheet of standard quality etc.comp.
Providing & Fixing in position Alluminium vents with frame using approved anodised extruded
alluminium section as approved by Engg.in charge.(Jindal alluminium) units equivalent (Approved Rate)
Frame section of 63.50 x 38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing 5 mm thick approved
color Acrylic sheet of standard quality etc.comp.
Mode of measurement
Measurement will be given on the Smt. basis of actual area of the Aluminum section.
Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm
(Jindal Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation
with 5 mm thick frosted glass as details etc complete for Ventilation
Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm
(Jindal Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation with
mm thick frosted glass as details etc complete for Ventilation
ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.
ITEM SHALL BE PAID IN SMT
Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95mm,@
Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm thick transparent
bronze colour tinted float glass as details etc complete for Fix Partition
ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.
ITEM SHALL BE PAID IN SMT
Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to
granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand:
4-graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or
white and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement
marble powder mix 3:1 (3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement: 7-
marble chips by volume) (C) Medium Shade pigment with approx 50% white cement and 50%
ordinary cement (In top layer only) (upto 10 ton)
Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to
granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-
graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or white
and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement marble powder
mix 3:1 (3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement: 7-marble chips by
volume) (C) Medium Shade pigment with approx 50% white cement and 50% ordinary cement (In top
layer only) (upto 10 ton)
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for a unit Sq.m.
Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic
finish to player 6 mm white, black or white and black marble chips of size from smallest to 4 mm
nominal size laid in cement marble powder mix 3:1 (3-Cement: 1 marble powder by weight) in
proportion of 4:7 (4-cement marble powder mix: 7-marble chips by volume) 20 mm thick with
under 14 mm thick layer cement plaster 1:3 (1-cement: 3-coarse sand) (C) Medium shade pigment
with appox 50% white cement and 50% ordinary cement (In top layer only) (upto 10 ton)
Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic
finish to player 6 mm white, black or white and black marble chips of size from smallest to 4 mm nominal
size laid in cement marble powder mix 3:1 (3-Cement: 1 marble powder by weight) in proportion of 4:7
(4-cement marble powder mix: 7-marble chips by volume) 20 mm thick with under 14 mm thick layer
cement plaster 1:3 (1-cement: 3-coarse sand) (C) Medium shade pigment with appox 50% white cement
and 50% ordinary cement (In top layer only) (upto 10 ton)
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for a unit Sq.m.
Providing and laying white glazed tiles 6 mm thick in flooring treads of steps and landing laid on
a bed of 12 mm thick cement mortar 1:3 (1- cement:3-coarses and) finishing with flush pointing in
white cement. (upto 10 ton)
Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and size as
specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line, level and plumb.
The surface shall be thoroughly wetted before commencing the laying work. Thereafter about 10 mm. thick
backing of cement mortar in specified proportion shall be applied on the surface in true like and level generally as
per specifications of plaster item.
Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the glazed
tiles shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be done only after the
flooring is competed. Any pipes coming out of the wall through the dedo or skirting shall only beat at the
intersections of the horizontal and vertical joints. The tiles shall not have staggered joints. The joints shall be true
to entire line both ways and vertical joints shall be in line with joints of flooring. Tiles shall be fixed as close as
possible to the adjoining tiles and any difference in the thickness of the glazed tiles shall be evened out in the
cement paste so that all the tiles faces are set in conformly with one another. The skirting shall project uniformly
and not more than 6 mm. thickness beyond the finished surface above. Top of skirting of dedo shall be truly
horizontal. The rises of steps, skirting or dedo shall rest on top of treads of flooring wherever required. The tiles
shall be cut (sawn) and thin edges smoothened before use.
Curing : Curing shall be done for 7 days continuously.
Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface. In case of
skirting only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and cement tilesThe white
glazed tiles shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The mortar shall have sufficient
plasticity for laying and there shall be no hard lumps that would interfere with the evenness of bedding the base
shall be cleared with well wetted. The mortar shall then be spread in thickness not less than 10 mm at any place
and average 12 mm thickness. The proportion of the cement mortar shall be as specified in the item.
The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at
Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed. The edges
of the tiles be smeared with neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden
mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints.
The joints between the tiles shall be as thin as possible in straight line or as per pattern.
The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The Nehni trap coming
in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size
tiles cannot be fixed, they shall be cut (swan0 to be required size and the edges rubbed smooth to ensure straight
and true joints. The joints shall be filled with grey cement grout with wire brush of trowel to a depth of 5 mm. and
loose material removed. White cement shall be used for pointing the joints., After fixing the tile finally in an even
the flooring shall be kept wet and allowed to nature undisturbed for 7 days.
The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor
has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be
taken to ensure that the tiles are not damaged inany way till the completion of the construction.
Mode of measurement & payment
The work done shall be measured in sq. mt. For visible area of work done, The length and width of the flooring
shall be measured not between the faces of skirting or dedos or plastered face of wall as the case may be. The
paving under dedo or skirting shall not be measured. No deduction shall be made not extra paid for any opening in
the floor of area upto 0.1 sq. mt. Nothing extra shall be paid for laying the floors at different levels in the same
The rate shall be for a unit of one sq. metre.
Providing and laying Ceramic tiles 6 mm thick in flooring treads of steps and landing laid on a bed of
mm thick cement mortar 1:3 (1-cement :3-coarses and) finishing with flush pointing in white cement. (upto
Water shall conform M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.
Ceramic tiles shall be of approved colour and quality. The tile shall be even, sound regular in
shape and generally uniform in colour. It shall be without any soft veins, cracks of flows.
All angles and edges of the slabs shall be true square and free form chippings and giving plain
surface. The thickness shall be 10 mm to 15 mm. as specified in the item but not less than 10 mm.
Claddding for the ceramic tiles shall be cement mortar 1:3 (1 cement : 3 coarse sand) as given in the
description of the item. Sub grade shall be cleaned, wetted and mopped. Mortar of the specified mix
and 10 mm thickness shall be then be spread. Top surface of the mortar shall then be corrected by
adding fresh mortar at hollows or depressions. The mortar shall then be allowed to harden bit. Over
this surface, cement slurry of honey like consistency shall be applied. The slab shall then be gently
place in position and tapped with wooden mallet till it is properly pedded in level with and close to the
adjoining slab. The joint shall be as fine as possible. The tiles fixed in the floor adjoining the wall
shall enter not less then 10 mm. under the plaster skirting or dado. The junction between the wall
floor shall be finished neatly. The finished surface shall be true to levels and slopes as directed.
The cladding shall be kept wet for a minimum period of 7 days. So that joints set properly.
The floor shall then be washed clean with water. The holes required for Nahni traps, pipes any other
fittings shall be made without any extra cost.
Mode of measurements & payment :
The risers of steps, skirting or dado shall be measured in sq. metre. Length shall be measured along
the finished faces of risers, skirting or dado. Height shall be measured from finished level of treads
or floor to top. Lining of pillar shall be measured under this item.
The rate shall be for a unit of sq. metre
Providing & Fixing 20 mm thick Mirror Polished Decorative Granite Board with Computerised
Golden Letters Discription as per instructions of engg. in charge to M.S. frame
structure for Inaugaration & Public Handover Function (N.S.)
Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring treads of steps and
landing laid on a bed of 12 mm thick cement mortar 1:3 (1-cement:3-coarses and) finishing with
flush pointing in white cement. (upto 10 ton)
Providing and Laying 36" x 36" vitrified 8 mm th.anti skid tiles of "RAK","Bell" or equivalent make as
approved by consultants flooring/skirting over 20 mm thick cement mortar 1:6 (1 cement : 6 coarse sand)
on new surface & jointed with colour cement slurry incl.with flush pointing & cleaning the surface
Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.
vetrified tiles of 24" x 24" , 8 mm th.anti skid tiles. "RAK","Bell" or equivalent make
Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement
mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.
Minimum thickness at any place shall not be less than 10 mm.
Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and
thickness shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed
clean before laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It
shall then be lifted and laid a side. The top surface of the mortar shall then be corrected by adding fresh
mortar at hollows, or depressions. The mortar shall then be allowed to harden it over this surface cement
slurry of honey like consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved
shall be buttered with grey cement. The slab shall then be gently placed in position and tapped with
wooden mallet till it is properly bedded in level with and close to the adjoining slab. The joints shall be as
fine as possible : Surplus cement on the surface of the slabs shall be removed. The slab fixed in the floor
adjoining the walls shall enter not less 10 mm. under the plaster skirting or dado. The junction between
the walls and floors shall be finished neatly. The finished surface shall be true to level and slopes as
Curing : The floor shall be cured for minimum period of seven days.
Mode measurements & payment :
flooring with various kinds of floors shall measured in sq. metre. The length and breadth shall be
measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not
extra shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for
laying stone at different levels in the same room. Treads and steps of stairs paved with granite stone
slabs shall also be measured under flooring.
The rate shall be for a unit of one sq. metre
Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in flooring treads of steps and
landing laid on a bed of 12 mm thick cement mortar 1:3 (1-cement:3-coarses and) finishing with
flush pointing in white cement. (upto 10 ton)
Providing and Laying 24" x 24" vitrified 8 mm th.anti skid tiles of "RAK","Bell" or equivalent make as
approved by consultants flooring/skirting over 20 mm thick cement mortar 1:6 (1 cement : 6 coarse sand)
on new surface & jointed with colour cement slurry incl.with flush pointing & cleaning the surface
Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.
vetrified tiles of 24" x 24" , 8 mm th.anti skid tiles. "RAK","Bell" or equivalent make
Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement
mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.
Minimum thickness at any place shall not be less than 10 mm.
Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and
thickness shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed
clean before laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It
shall then be lifted and laid a side. The top surface of the mortar shall then be corrected by adding fresh
mortar at hollows, or depressions. The mortar shall then be allowed to harden it over this surface cement
slurry of honey like consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved
shall be buttered with grey cement. The slab shall then be gently placed in position and tapped with
wooden mallet till it is properly bedded in level with and close to the adjoining slab. The joints shall be as
fine as possible : Surplus cement on the surface of the slabs shall be removed. The slab fixed in the floor
adjoining the walls shall enter not less 10 mm. under the plaster skirting or dado. The junction between
the walls and floors shall be finished neatly. The finished surface shall be true to level and slopes as
Curing : The floor shall be cured for minimum period of seven days.
Mode measurements & payment :
flooring with various kinds of floors shall measured in sq. metre. The length and breadth shall be
measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not
extra shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for
laying stone at different levels in the same room. Treads and steps of stairs paved with granite stone
slabs shall also be measured under flooring.
The rate shall be for a unit of one sq. metre
Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of steps and dedo on 10 mm
thick cement plaster 1:3 (1-cement:3-coarse sand) and jointed with white cement slurry (upto
Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of steps and dedo on 10 mm
thick cement plaster 1:3 (1-cement:3-coarse sand) and jointed with white cement slurry (upto 10 ton)
Mode of measurements & payment : The rate shall be for a unit of one Sq. meter.
Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo
on 10 mm thick cement plaster 1:3 (1-cement: 3-coarse sand) and jointed with white cement
slurry (upto 10 ton)
Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo
on 10 mm thick cement plaster 1:3 (1-cement: 3-coarse sand) and jointed with white cement slurry (upto
Mode of measurements & payment : The rate shall be for a unit of one Sq. mete
Providing and laying 24" x 24" vitrified 8 to 10 mm th.Double Charged Gloosy / Matt
tiles of Approved make as Approved by Adl.C.E. / Consultants for upto 10 cm high skirting
as approved by Engineer in charge over 10 mm thick cement mortar 1:6 (1 cement :
coarse sand)on new surface& jointed with colour cement slurry incl with flush pointing &
cleaning the surface etc. comp.
Mode of measurements & payment : The rate shall be for a unit of one Sq. mete
Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of
cement mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid over
and jointed with grey cement slurry mixed with pigment to match the shade of slab including
rubbing and polishing etc. complete. (A) 25 mm thick (upto 10 ton)
Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.
Marble stone slab 20 mm. thick.
Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and
even surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully
in contact with it. Chisel dressing shall also be done on top surface to remove any waviness. The sides
and top surface to granite slabs shall be machine polished and molding etc. complete before using. All
angles and edges of slabs shall be true square and free form chippings.
The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance
shall be 15 mm. in length and breath.
Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement
mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.
Minimum thickness at any place shall not be less than 10 mm.
Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and
thickness shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed
clean before laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It
shall then be lifted and laid a side. The top surface of the mortar shall then be corrected by adding fresh
mortar at hollows, or depressions. The mortar shall then be allowed to harden it over this surface cement
slurry of honey like consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved
shall be buttered with grey cement. The slab shall then be gently placed in position and tapped with
wooden mallet till it is properly bedded in level with and close to the adjoining slab. The joints shall be as
fine as possible : Surplus cement on the surface of the slabs shall be removed. The slab fixed in the floor
adjoining the walls shall enter not less 10 mm. under the plaster skirting or dado. The junction between
the walls and floors shall be finished neatly. The finished surface shall be true to level and slopes as
Curing : The floor shall be cured for minimum period of seven days.
Mode measurements & payment :
marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth
shall be measured between the finished face of skirting or dado or wall plaster. No deduction shall be
made not extra shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be
paid for laying stone at different levels in the same room. Treads and steps of stairs paved with granite
stone slabs shall also be measured under flooring.
The rate shall be for a unit of one sq. metre.
ITEM NO -59 & 60 ( Consider Marble Stone Instead of Kota stone for Item No. 59)
Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of
cement mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 laid over and jointed with grey cement
slurry including rubbing and polishing etc.complete. (B) 30 mm thick (upto 10 ton)
Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.
Marble stone slab 20 mm. thick.
Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and
even surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully
in contact with it. Chisel dressing shall also be done on top surface to remove any waviness. The sides
and top surface to granite slabs shall be machine polished and molding etc. complete before using. All
angles and edges of slabs shall be true square and free form chippings.
The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance
shall be 15 mm. in length and breath.
Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement
mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.
Minimum thickness at any place shall not be less than 10 mm.
Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and
thickness shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed
clean before laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It
shall then be lifted and laid a side. The top surface of the mortar shall then be corrected by adding fresh
mortar at hollows, or depressions. The mortar shall then be allowed to harden it over this surface cement
slurry of honey like consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved
shall be buttered with grey cement. The slab shall then be gently placed in position and tapped with
wooden mallet till it is properly bedded in level with and close to the adjoining slab. The joints shall be as
fine as possible : Surplus cement on the surface of the slabs shall be removed. The slab fixed in the floor
adjoining the walls shall enter not less 10 mm. under the plaster skirting or dado. The junction between
the walls and floors shall be finished neatly. The finished surface shall be true to level and slopes as
Curing : The floor shall be cured for minimum period of seven days.
Mode measurements & payment :
marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth
shall be measured between the finished face of skirting or dado or wall plaster. No deduction shall be
made not extra shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be
paid for laying stone at different levels in the same room. Treads and steps of stairs paved with granite
stone slabs shall also be measured under flooring.
The rate shall be for a unit of one sq. metre.
Providing and laying polished kota stone slab 25 mm thick in risers of steps, skirting Dedo and
pillars laid on 10 mm thick cement mortar 1:3 (1-Cement :3 coarses and) and jointed with gray
cement slury mixed with pigment to match the shade of slab including rubbing and polishing
etc.complete. (upto 10 ton)
The relevant specifications of item no. 59 shall be followed except shall that the kota stone shall
be fixed for risers of steps, skirting or dado in C.M. 1:3 and the polishing shall be manually instead of
machine polishing.
Mode of measurement & payment :
The risers of steps, skirting or dado shall be measured in sq. metre. Length shall be measured
along the finished faces of risers, skirting or dado. Height shall be measured from finished level of
treads or floor to top. Lining of pillar shall be measured under this item.
The rate shall be for a unit of 1 sq. metre.
Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarses and:4-graded stone
aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat
cement. (A) 40mm thick. (upto 10 ton)
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Stone
aggregate 20 mm. nominal size shall conform to M-12.Cement concrete 1:2:4 proportion measured
by volume shall conform to relevant specification or ordinary grade 1:2:4 concrete.
The cement concrete flooring of 40 mm. thick (average) is to be laid as per the site condition. The
concrete shall be mixed in a mechanical mixer at the work. Hand mixer may however be allowed for
smaller quantities of work and in case of failure of machines or as permitted by the engineer-in-
charge. It shall carried out on a water tight platform and care shall be taken to ensure that mixing is
continued until the mass is uniform in colour and consistency. However in such cases 10% more
cement than otherwise required shall have to be used without any cost. The mechanical mixing shall
be done for a period of /2 to 2 minutes. The quantity of water shall be thus sufficient of produce a
dense concrete required workability for the purpose. Flooring of specified thickness shall be laid in
accordance with approved pattern or as directed. Finishing operation shall start shortly after the
cessation of beating and shall be spread over a period of one to six hours depending upon the
temperature and atmospheric conditions. The surface shall be left for some time till moisture
disappears from it. Fresh quantity of cement shall be mixed with water to form a thick slurry and
spread over the surface while the concrete is still green. Use of dry cement or cement and sand
mixture sprinkled on this surface to stiffen the concrete or absorb excessive moisture shall not be
permitted. The cement slurry shall than be properly paste twice by means of iron flats, once, when
the slurry is applied and the second time when cement starts setting and finished smooth. The
surface shall be marked with string or B.R.C. fabric jali to make the surface non slippery as and
when directed. The junction of floors with wall plaster dado or skirting shall be rounded where so
required upto 25 mm. radius. Flooring in lavatories and bath rooms shall be laid after fixing of water
closet and squatting pans and floor traps, which shall be plugged while laying the floors and opened
after the floors, are completed. Any damage, done to water supply sanitary fittings during the
execution of work shall be mage good.
After the final set, the concrete shall be kept continuously wet, if required ponding for a period of not
less than 7 days from the date of placement.
The form work shall be provided if necessary as directed by the engineer in charge. Concreting shall
be done as per alternate bay method with necessary centering wither by mastic or cement mortar as
Mode of measurement & payment :
The rate shall include the cost of all material and labour involved in all the operations described
above. No deduction shall be made or extra paid for any opening upto 0.1 sq. meter in area in the
floor, nothing extra shall be paid for laying the floor at different levels in the same room or the court
The rate shall be for unit of one sq. meter.
Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarse sand:4-graded stone
aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement.
(B) 50mm thick. (upto 10 ton)
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Stone
aggregate 20 mm. nominal size shall conform to M-12.Cement concrete 1:2:4 proportion measured
by volume shall conform to relevant specification or ordinary grade 1:2:4 concrete.
The cement concrete flooring of 50 mm. thick (average) is to be laid as per the site condition. The
concrete shall be mixed in a mechanical mixer at the work. Hand mixer may however be allowed for
smaller quantities of work and in case of failure of machines or as permitted by the engineer-in-
charge. It shall carried out on a water tight platform and care shall be taken to ensure that mixing is
continued until the mass is uniform in colour and consistency. However in such cases 10% more
cement than otherwise required shall have to be used without any cost. The mechanical mixing shall
be done for a period of /2 to 2 minutes. The quantity of water shall be thus sufficient of produce a
dense concrete required workability for the purpose. Flooring of specified thickness shall be laid in
accordance with approved pattern or as directed. Finishing operation shall start shortly after the
cessation of beating and shall be spread over a period of one to six hours depending upon the
temperature and atmospheric conditions. The surface shall be left for some time till moisture
disappears from it. Fresh quantity of cement shall be mixed with water to form a thick slurry and
spread over the surface while the concrete is still green. Use of dry cement or cement and sand
mixture sprinkled on this surface to stiffen the concrete or absorb excessive moisture shall not be
permitted. The cement slurry shall than be properly paste twice by means of iron flats, once, when
the slurry is applied and the second time when cement starts setting and finished smooth. The
surface shall be marked with string or B.R.C. fabric jali to make the surface non slippery as and
when directed. The junction of floors with wall plaster dado or skirting shall be rounded where so
required upto 25 mm. radius. Flooring in lavatories and bath rooms shall be laid after fixing of water
closet and squatting pans and floor traps, which shall be plugged while laying the floors and opened
after the floors, are completed. Any damage, done to water supply sanitary fittings during the
execution of work shall be mage good.
After the final set, the concrete shall be kept continuously wet, if required ponding for a period of not
less than 7 days from the date of placement.
The form work shall be provided if necessary as directed by the engineer in charge. Concreting shall
be done as per alternate bay method with necessary centering wither by mastic or cement mortar as
Mode of measurement & payment :
The rate shall include the cost of all material and labour involved in all the operations described
above. No deduction shall be made or extra paid for any opening upto 0.1 sq. meter in area in the
floor, nothing extra shall be paid for laying the floor at different levels in the same room or the court
The rate shall be for unit of one sq. meter.
Providing and fixing pre-cast concrete kerb stone of gray cement based
concrete block 30 cm length, 30 cm height and 15 cm thick of M250 grade concret as per
approved design and including excavation for fixing in proper line and level, filling the
joint with C:M 1:3 (1 cement :3 fine sand) etc complete. (upto 10 ton)
Trenches of specified width and depth shall first be made along the edges of the wearing course of the
road or along the line of pave block flooring to receive the restraint blocks. The bed of the trenches shall
be compacted manually with steel rammers to a firm and even surface and then stones shall be set in
The edge restraint blocks shall be laid with their length running parallet to the paving edge,
true in line and gradient. The joints of blocks shall be not more than 10 mm and filled with the CM 1:3 (
1 cement : 3 fine sand ) which shall be cured for 7 days.
Finishing The edges shall be restored and all surplus earth including rubbish etc. disposed off as
directed by the Engineer-in Charge.
Measurements Length of the finished work shall be measured in running metre along the edge of the
paving correct to a cm.
Rate The rate shall include the cost of the materials and labour including stone of specified material
involved in all the operation described above. The rate shall be for a unit of one meter basis.
Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick
with grade of concrete M300 pneumatic compressed / vibrated mechanically and as per
approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and
filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc.
Scope of work :
Excavation and compaction up to 30 cm in height . for footpath paving in all sorts of soil murrum
including sorting outs and stacking of useful materials stuff up to 50 mt. lead from excavated place
and same well be carting. Up to 5 km.
The scope of work includes manufacturing, supplying and laying of precast paver blocks at
various Retail outlets. The work includes :
1.1 Verification of the existing site condition and advising our project in charge to lay suitable
base course if required. Contractors are required to satisfy themselves with quality of sub
grade, sub-base course before the paver blocks are laid and suggest strengthening if required.
1.2 Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver
1.3 Manufacturing of paver blocks in your plant as per requirements in technical specification
1.4 Supplying of paver blocks at site, including handling at both ends.
1.5 Laying of paver blocks at site as per requirement in technical specification, within shortest
possible time. The site being existing operating Retail Outlets, care should be taken to ensure
that the operation is not closed. The job of laying may required to be carried out during night
1.6 Testing of paver blocks through reputed Govt./Non Govt. Test house and submission of test
results as per requirements in Technical Specifications. HPCL reserves the right to carryout
test at random. Cost for such tests to be borne by party.
1.7 The contractor shall guarantee that all material and components designed, fabricated, supplied
and laid by him shall be free from any type of defect due to faulty material and/or
workmanship/erection for a period of One year from the date of completion of work at
individual sites. However, the contractor fro two years shall render free maintenance.
TECHNICAL SPECIFICATIONS :
I) Paver Block Manufacturing Facilities :
The Paver Block shall be made in factory with following minimum facilities :
1.1 Concrete Block making Machines :
The machine should be capable of producing high quality Paver Blocks by obtaining
high level of compaction by application of hydraulic compaction and also by high intensity
vibration to the moulds. The machine should have automatic control panel for uniformity in
1.2 Concrete Batching & Mixing Plant : (Not essential)
The concrete Mix Design should be followed for each batch of materials. The concrete
ingredient should be mixed in concrete Batching & Mixing plant with minimum capacity of
cum/hour. The plant should equipped with automatic control panel for maintaining water cement
ratio from batch to batch to obtain concrete of uniform quality and strength. The plant should be
equipped with adequate mechanism for mechanized loading of raw materials into mixer and
conveyor belt for transportation of concrete from mixer to concrete block making machine to
maintain quality of wet cement.
The factory should have well designed curing area to ensure adequate curing of paver blocks.
For the Rubber mould paver block specification has to followed as per specification of Gray and
coloured paver block specification. But at the production level the mould for producting rubber moulded
paver block the mould is of rubber materials and the prodection of rubber moulded paver block is even
shaded, finishing and even colour shaded and using Rubber mould should be producing on vibratory
mechine by obtaing high level of compaction by application of vibration to the moulds. The machine
should have automatic control pannel for uniformity in strength. Or as per direction of engineering
1.5 Laboratory (Desirable but not essential) :
The factory should have the following:
(i) Compression testing machine of adequate capacity.
(ii) Other tools and equipment for testing raw materials and paver blocks.
(iii) (1).Systematic record of test results of various paver blocks manufactured in the
(2).Concrete Mix Design for various grade of concrete used for making of paver
II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :
Coloured concrete paver blocks shall be manufactured as per attached specifications using
approved colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with
minimum colour pigment of 3% by weight of cement. The colour shade shall be “RED” as
selected by HPCL before commencement of the work. White cement shall be used for colored
pavers to obtain the desired colour shade. The job also includes providing 50 mm thick sand
bedding to match the shade of the paver block.
The colour of the paver block shall be guaranteed against fading of colour for period of 12 months from
the date of laying of the same at site.
All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be
as per attachment.
III) PAVERS BLOCK CHARACTERISTICS :
The concrete pavers should have perpendicularities after release from the mould and the same
should be retained until the laying.
The surface should be reasonably smoothe and of anti skid and anti glare type.
The paver should have uniform chamfers to facilitate easy drainage surface run off.
The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling
after vibration on the paver Surface.
The concrete mix design should be followed for each batch of materials separately and
automatic batching plant is to be used to achieve uniformity in strength and quality.
The pavers shall be manufactured in single layer only.
Skilled labour should be employed for laying blocks to ensure line and level of laying, desired
shape of the surface and adequate compaction of the sand in the joints.
The pavers shall be of cement gray colour without any pigment & for coloured pavers refer
“specifications for coloured pavers.”
The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X
250mm X 380mm. The kerbing should be embedded for 100mm depth. The concrete used for
kerbing shall be cured properly for 7 days minimum.
IV) Paver Block Dimensions :
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